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HomeMy WebLinkAboutSUBMITTED PAPERSOFFICE USE..ONL'i� SECTION TOWNSHIP RANGE MAP NO. ZONING �I�" 1!J LAND USE `p( A LOT CVG % TAZ NO. FLOOD ZONE FIRM MAP # 1sT FLR ELV MAX HGT CONST TYPE OCCUP TYPE MAX OCCUP # OF FLRS WATER SEWER SPRINKLERS STORMWATER LOT OF REC (before 1190) LOT OF REC (after 1/90) LOT SPLIT REQUIRED LOT SPLIT APPROVED SCHOOL GROSS ROAD CREDIT Y N TOTAL ROAD IMPACT FEE IMPACT FEE IMPACT FEE DUE SCHOOL CREDIT Y N -- - _ - - - TOT. IMPACT FEE SCHOOL - =y _" - IMPACTFEE - POLICE FEE FIRE FEE MISC FEE TOTAL POLICE/F1RE MISC FEES � ADDITIONAL Y N SPECIFY TOTAL PERMITS of ALL REQUIRED FEES .7777 REVIEWS ZONING ZONING PLANS MISC. VEGETATION SEA TURTLE MANGROVE --....,�.. REVIEWED BY EXAMi"G _ ,' rd� D:� yk15�.ilet- 1 i Y-per J •7}�. /"d .++ 7iii�o / �'ci t%7f.7��I77Ta����lTi '�11_`1•l'ST1711:i7�'L". DATE FILED. PLAN REVIEW FEE: RECEIPT NO.: PERMIT NUMBER: CONCURRENCY FEE: RECEIPT NO.: CERT. CAP. NO.: ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED St. Lucie County Building and Zoning 2300 Virginia Avenue •P• -0 f Ft. Pierce, FL 34982-5652 D 772-462-1553 APPLICATION for BUILDING PERMIT CERTIFICATE of CAPACITY/ZONING COMPLIANCE PROJECT INFORMATION 1. LOCATION/SITE ADDRESS: 2. S/D NAME: C p^ n i^ h T a k e T SITE PLAN NAME: 3. PROPERTY TAX ID #: 4. LEGAL DESCRIPTION (attach extra sheets if necessary): See- ion 26, Town-'h i P 16s, and Range. 40'E 5. PLAT 6. PAGE 7. BLOCK 8. LOT BOOK NO. NO. NO. ACRES/S 9. PARCEL SIZE FT. LOT DIMENSIONS Q 10. DESCRIPTION OF CONSTRUCTION PROJECTOR WORK ACTIVITY: Single amilries-depee 11. SETBACKS (ACTUAL) FRONT: � � BACK: RIGHT: % 0 LEFT: 11 1 z— 11-kZ3 SIDE S\ 6 SIDE (Check all appropriate RU ( Ch pPriate boxes) P 12. TYPE OF CO NSTRUCTION ] NEW CONSTRUCTION [ ] EXPANSION/ADDITION ] RESIDENTIAL [ ] COMMERCIAL [ ] OTHER (SPECIFY) 13. DESCRIPTION OF PROPOSED USE: S . Ft. CONSTRUCTION: �� 15. q 14. / _ 16. VALUE OF CONSTRUCTION: $ 51 0 0 0 On - [l INTERIOR RENO VATION INDUSTRIAL Sq. Ft. 1 st Floor: The value of construction is used to determine the amount of permit fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of c6nstruction activities. If the value is $2500 or more, a RECORDED Notice of Commencement must be submitted with this application. SLCCDV Form No.: 001-02 OWNER INFORMATION NAME: _ } ADDRESS: _$ ()() 0 _C-__..LIS °_ g1Lj±a 4 p 7 —. CITY: pert St Lucie STATE:. l~ 1, ZIP 34952 PHONE (DAYTIME): (=)El7 R 5 1 email: IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE FILL IN NAME .AND ADDRESS BELOW. FEE SIMPLE TITLEHOLDER: ADDRESS: CITY: STATE: PHONE (DAYTIME): ( ) CONTRACTOR INFORMATION ST. of FL REG./CERT #: MC0 3 c 99 BUSINESS NAME: Wynne Development QUALIFIERS NAME: ADDRESS: r ST. LUCIE COUNTY CERT #: n 8 Q_9 R CITY: 31Air_: r I ZIP PHONE (DAYTIME) : (_7_ . 8 � R- S 51 3 FAX NO. (7 '7 2 1 A '7 8_ 7 6 S ti email: ARCHIT/ENGINEER: ADDRESS: TY: -2t�3arz STATE: FT - ZIP -�4 996 CI PHONE (DAYTIME): (_) BONDING COMPANY: ADDRESS: CITY: MORTGAGE LENDER: ADDRESS: CITY: STATE: STATE: ZIP ZIP IMPORTANT NOTICE: When a permit is issued and it is not picked up within 60_days after notification it will be voided and returned to you by mail. 1 CERTIFICATION: This application is hereby made to obtain a permit to do the work and installations as indicated, and to obtain a certificate of capacity, if applicable, for the permitted work. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits may be required for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AND AIR CONDITIONERS, ETC., not otherwise included with this building permit application. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures (all types), swimming pools, fences, walls, signs, screen rooms, utility substations & accessory uses to another non- residential use. NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE TO APPLICANT: AS THE APPLICANT FOR THIS BUILDING PERMIT, IF IT IS NOT YOUR RIGHT, TITLE, AND INTEREST THAT IS SUBJECT TO ATTACHMENT; AS A CONDITION OF THIS PERMIT YOU PROMISE IN GOOD FAITH TO DELIVER A COPY OF THE ATTACHED CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT. OWNER'S AFFIDAVIT- I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. (�=R/CONT�R� CT'O yA�IhJRE v CO ., A STATE OF FLORIDA COUNTY OF -S t _ T.,, c i e The foregoing instrument was acknowledged before me this ,20L day of ice, 20/3by Mat they g r =1e Wynff40is personal known tie or who has produced as identification. STATE OF FLORIDA COUNTY OF _cS t r-Lase i e The foregoing instrument was acknowledged before me thisaa day of _/nA`/, 20 a by Matthew T ).rl e wjinI4 who is personally known me or who has produced as identification. Signature of Uotary ,/�ASignature of o ary Q O i }�1 `I NN MSK/ � alea, Nr� fJ�Sf�i A/ Type or Print N Type or PDORDTHY ANN Sal= w, Not p Commission No. i Commissio •;My �6n OcI 2. 2016 $ ON 2 . gU ,o commtssfan i iF p1 Cowt06ft 0 FF 015226 ' „ ► ',, BonGed TAroupA Nader NOTE: TWO (2 I EACH SIGNATURE MUST BE NOTA THIS BUILING PERMIT AS AN OWNER/BUILDER, THE OWNER MUST PERSONALLY APPEAR To SIG] THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THE APPLICATION. For specific instructions see appropriate permit checklist. 03/07/2014 11:51 772878r• WYNNE BUILDING ;"TR PAGE 01/01 Professional Insulators of South Florida FTC Insalatiou installation Certificate To: St. Lucie Count bate: February 18, 2014 Re: Lot/Block; Address: 11 Mediterranian East Project: The undersi ned hereby certifies that insulation has been installed in the above described ro ert as follows; t. Exterior CBS walls have been insulated with: Ispray-on Cellulose Thickness in inches: )Fiberglass ]Blankets Manufacturer: FA Foil IlRock Wool Blankets Density: JXAluminum Foil R-Value: R-4.1 igid )Board olystyrene ther Exterior (frame wa Thicktnes^s fn-inthes Manufacturer: Density: R-Value: Ceilings (rear poreb Thickness in inches: Manufacturer Density: R-Value: insulated with: 10.37P Ceilings have been insulated with: Thickness in inches: Manufacturer: Density: R-Value: 3. Interior kneewalls have been insul Thickness in inches: Manufacturer: Density: R-Value: 4. Garage partition walls of A/C livin been insulated with: Thickness in inches: Manufacturer: Density: R-Value; 5. The following have peen inmdgfpede 9.5" Kn—au l R-30 ed with: area have Ktlauf R-1.1. Cellulose um Spray -on Cellulose Fiberglass Blankets Rock Wool Blankets Fiberglass Blown Cellulose Loose Fill Other glass Blankets glass Loose Fill Wool glass Blowu lose Loose FAIL glass Blankets Wool retbane Wool Blankets ,IHSS Rlaukets -on Cellulose ter, .. � ••ORkr� Q�� r.. 54039Fj = c, *oi ofSDo `;�2d_ :ontra" � RECEIVED MAR 07 2014 Planning & Development Services Building & Code Regulation Division 2300 Virginia Ave Fort Pierce, FL 34982 772-462-2172 Fax 772-462-6443 CERTIFICATE OF TERMITE TREATMENT CONSTRUCTION SOIL TREATMENT PERMIT #: (6-564l JOB ADDRESS: 130 BUILDER/C OR: PEST CONTROL CONTRACTOR: 6VLCf & - bim 1;07rh6P_ � P-e f 00n✓ caI IWC , PEST CONTROL LICENSE #: We, the undersigned, hereby certify that we have pretreated the above described construction for subterranean termites in accordance with the standards of the National Pest Control Association. Square feet if area treated: 14ID67G Chemicals used: Percentage of solution: /©(10% Date of Treatment: )L-3-lLt Footing 1st Treatment Re -Treat D ri eway --� Ist y Treatment Re re t Ot er . 16 15t Treatment Re -Treat Total gallons used: 06- Time of Treatment: /a, K_ Slab 1st Treatment Re -Treat Pools 1st Treatment Re -Treat Perimeter for Final Inspection �/ dL Sid6tureof Exterminator Note. There must be a completed form for each required treatment or re -treatment and this form must be on the job site to be picked up by the inspector at time of each inspection or the scheduled inspection will fail and a -re-inspection fee charged. FBC 104.2.E Certificate of Protective Treatment for prevention of termites. A weather resistant jobsite posting board shall be provided to receive duplicate Treatment Certificates as each required protective treatment is completed, providing a copy for the person the permit is issued to and another copy for the building permit files The Treatment Certificate shall provide the product used, identity of the applicator, time and date of the treatment, site location, area treated, chemical used, percent concentration and number of gallons used, to establish a verifiable record of protective treatment. If the soil chemical barrier method for termite prevention is used, final exterior treatment shall be completed prior to final building approval. St Lucie County requires for the final inspection for CO, a Permanent Sticker, to be placed on the electrical panel box cover, listing all the treatments and dates of applications. RECEIVED Fr" lb'21114 CC-RICX 55 20973 :!Co Plant: Begin Loading: To Job: Arrive Job: Start Unload: finish Unload: Leave Job: Return Plant: r - Customer Code: Customer Name: ,G+j- 1!'••j�EY k•1ALL-'--5- CONCRETE- I�i:1NS 1- .. Project Code: Project Name: Ticket Date: Delivery Address: Delivery Instructions: Customer Job Number: Order Code / Date: Projec6P.0, Number: Order P.O. Number: ROi`.11:,�t - Map Page: Map/Row/Column: Dispatcher: UC sNI Er .. __.. _. Ticket Kum er: . „_,fir Due On Job: Slump: Truck Number: Driver Number: •, Driver Name: End Use: czr'tir"t 1 riilrr..ra !?'-1 1 ri d = r I�FJf�;r,1 nizl (-),rnr4 r� I= KiIncz rt = Y)P T ltr-I.I LOAD QUANTITY CUMULATIVE QUANTITY ORDERED QUANTITY. MATERIAL CODE PRODUCTION DESCRIPTION UOM UNIT PRICE AMOUNT tt 6 /RE f } 1. 00 FLUE S. SURCHARGE 1.00 0 1202741t, FBI° I I R47NMEk` TAL CHL RGi l Cash Check # /Auth Code: Signature of Driver Receiving Cash: Cash Received: ] Check Charge Comments: WATER ADDED: ,GAL Total COD Order Amount to Collect Without Standby Charges: YARDS IN DRUM: WHEN ADDED. RErF1VF0 SIGNATURE ��'� 1'0 2014 C/ / CURB LINE CROSSED AT OWNER'S/AGENT'S REQUEST: c SIGNATURE O LOAD WAS -TESTED BY: Notice: Our drivers will make every effort to place materials where the customer designates, but the SPECIAL -TERMS: Any water added is at customers own risk.' If water is added on job, concrete strength Company assumes no. responsibility for damages inside curb or property line. Customer agrees to the is no longer guaranteed. WARNING: Product may cause skin and/or eye irritation: CAUTION: Material terms of sale and delivery and accepts concrete as is. Due to important factors which are out of our may be hazardous to your safety and ealth. Please refer to t�tl e' backside of this ticket for Important control after delivery, this Company will not accept any responsibility for the finished results. No credit for safety handling information, and to the eterial safety data s ets for additional information. returned concrete. Buyers: exceptions and claims shall be deemed waived unless made to us in writing AUTHORIZED SIG ATURE: within one business day after the receipt of materials. Off/ ��� 68UNIVERSAL PREV-TRK: INVOICI�/ LOAD NUM h_ e This .Delivery Ticket incorporates herein by reference Buyer's previously executed Credit Application, if any, Seller's Standard Terms and Conditions, Seller's Quc in; if any, and Seller's Order Confirmatii ncluding limitations of warranties), as if fully set forth on this Delivery Ticket ("A,--ment"). Seller will provide the Standard _ _..ns and Conditions upon request. Buyer agrees that, unless otherwise noted on the front hereof, all quantities and items were delivered as indicated and further expressly agrees to pay in accordanee� with the Agreement. AGGREGATE / CEMENT / CONCRETE PRODUCTS / FLY ASH Aggregate products are naturally occurring materials including limestone, dolomite, granite, volcanic rock, sand, gravel, and other siliceous materials. Cement products include Portland cement, masonry, pozzolan (Type IP), roof tile, and stucco. Concrete products include Portland cement and aggregate products 'including limestone, dolomite, granite, volcanic rock, sand, gravel, and other siliceous materials. These products, including fly ash, may contain more than 0.025% crystalline Silica. Hazards: Freshly mixed wet cernnt and/or fly ash can cause eye irritation, skin and eye burns and allergic skin reactions. Dry concrete and aggregate dust may cause irritation.to eyes, skin, and/or respiratory tract. Dust from handling, crushing, grinding, cutting and/or drilling may contain silica, which may cause silicosis and cancer if inhaled. If ingested, keep warm, at rest, and drink large amounts of water. Fly Ash may contain trace amounts of ammo- nia. Moisture can cause the ammonia to be released. Inhalation of ammonia can cause coughing and irritation or burns of the nose, throat and lungs. See physician. Health risk depends on duration and level of exposure. Safety: Avoid contact with eyes and prolonged contact with skin. Wear gloves, eye protection, and appropriate protective clothing. Wash hands thoroughly with mild soap and water after handling. Avoid breathing dust. If exposed to dust above recommended limits (see MSDS), wear suitable NIOSH-approved respiratory protection. First Aid: In case of eye contact, immediately flush eyes with flowing water for 1.5 minutes. If dust is inhaled, move to fresh air. If wet cement oontacts skin, rinse thoroughly -with water. Get proper medical attention if irritation persists. CEMEX, Memorial Hermann Tower' 929 Gessner, Suite 1900 V7 combined Houston. Texas 77024 02/12 For more information please visit www.cemexusa.com. Este ticket de entrega incluye comp referencia al comprador (ya previamente ejecutada en su aplicaci6❑ de credito); cualquicr termino estandar, condiciones del vendedor, propuestas del vendedor y orden de confirmaci6n del vendedor (coil llmltaclones y garantfas), como acuerdo total del ticket de entrega ("Contrato''). El vendedor proveera los terminos estandares y condiciones detal- lados en caso de asi ser requeridos. Cron este documento, el comprador acepta Jos rmsmos ya antes r"nencionados y que las cantidades y materiales fueron entre&ados como se expresa en el mismo. Acepta pagan el monto de acuerdo al contrcto; al menos que se identi- fique con una nota al frente de este documento. AGREGADOS / CEMENTO / PRODUCTOS DE CONCRETO / CENIZAS VOLANTES Los productos de agregados son materiales naturalls como piedra caliza, dolomita, granito, rota volc6iiica, arena, grava y otros materiales silicios. Los productos de cemento incluyen Cemento de tipo Portland, de albaniler•fa, pozzolan (tipo.IP), azulejo de azotca y estuco. Los productos de concreto incluyen cemento Porthind y productos de agregados como piedra caliza, dolomita, granito, roca volcanica, arena, Brava, y otros materiales silicios. Estos productos incluyen cenizas volantes (fly ash) la cual puede contener mas de 0.025% de silicio cristalino. Peligros: Mezcla de cemento fresco y/o cenizas volantes pueden causar irritacion en los ojos, quemaduras en piel y ojos, y reacciones alergicas en la piel. Concreto, seco y polvo de agregados, pueden causar irritaci6n en los ojos, pie] y/o en la zona respiratoria. Polvo del manejo en el trituram►ento, pulido, corte y/o perforaci6n puede contener materiales silicos, los cuales pueden causar silicosis pulmonar y cancer si son inhalados. En caso de ser ingeridos."mantenerse en ternperatura calida,reposar y tomar grandes cantidades de agua. Las cenizas volantes pueden contener amoniaco. Seguridad: La hUrnedad puede causar la liberaci6n del amoniaco. La inhalaci6n del amoniaco puede causar toser, irritacion o quemaduras en la nariz, garganta y .pulmones. Acudir inmediatamente al medico. El riesgo en la salud depende en la duraci6n y el nivel de la exposici6n. Seburiclad: Evite el contacto con ojos y contacto prolongado con la piel.'Use gttaiite's, pr-oteccion r n los ojos y ropa Primeros adecuada para protecci6n. Lavese las man.os con jab6n suave y agua despues del manejo de materiales. Evite inhalar auxilios• polvos. Si se expone a polvos mas de los limites recomendados, use protecci6n respiratoria. Primeros auxilios: En caso de contacto en los ojos, inmediatamente #luya agua en la parte afectada por 15 minutos. Si se inhala polvo, exp6ngase a aire fresco. Si el cemento fresco tiene contacto con sus ojos, lavelos a fondo con agua. Acuda a atenci6n medica inmediatamente si la irritacion continda. CEMEX, Memorial Hermann Tower 929 Gessner, Suite 1900 V7 combinado Houston, Texas 77024 �� 02/12 _ __ Para mas informaci6n visit@ www.cemexusa.com. "Camex 55936324.. iy . 1 i[ Plant: Begin Loading:, To Job: Arrive Job: Start Unload: Finish Unload: Leave Job: Return Plant: Customer Code: c. Customer Name= .,t)��c z,6 , RRtcil 81m\1rc.lr HALL.' S CONCRETE CONuT Pro/e S w lo-L,[ r. 'projetTVN i f",RODN''`f "ALL nl. t- WORV, Ticketfatie: 2 DeliveryAddrl E-DETERRAINEAN EAR F Delivery Instructions: 1 . r i o a Customer Job Number: OrdecC�de %Date: ProjectPEO.Nttnr A'r; t�li.JDNEY Order�Pg.Nttn,berL. R0DNsE r �J i�17 L Map Page: 1�Mappi/Row/Column: Dispatch - t Hh.L..E.iC I NEC Ticket Number: 32844273 Due 93l_ob;2o Slump: .+5. ()(,Truck,,N�berr_C-108 Drive1N5nlbLfj2 Driver%NVe: MORRIS End, Use: B{^.C1Nj=ro WAI,_E LOAD CUMULATIVE ORDERED MATERIAL CODE PRODUCTION DESCRIPTION UOM UNIT PRICE AMOUNT QUANTITY QUANTITY QUANTITY 12,36590 ,:,( fx) PRPM W / SAND 'I D3 1.00 247818 FUEL SURCHARGE OCT 24 r;Ea 8o3 1202749 ENVIRONMENTAL CHARGE J Cash Check # / Auth Code: Signature of Driver Receiving Cash: Cash Received: Total COD Order Amount to Collect Without Standby Charges: ] Check Charge Comments: ' WATERADDED: GAL YARDS IN -DRUM: RFrFIVFD OCT 94 201.1 WHEN ADDED. SIGNATURE l` CURB LINE CROSSED AT OWNER'S/AGENT'S-REQUEST: ✓ SIGNATURE ❑ LOAD WAS TESTED B Notice: Our drivers will make every effort to place materials wh `the customersignates;-but the SPECIAL TERMS: Any w�te er g ustomersowr�risk. If water is added on job, concrete strength Company assumes no responsibility for damages inside curb or prop ertyllLte„�Gustomer agrdes to the is no longer guarantee ARN�ING. Pfoduct may cau a skin and/or eye irritation. CAUTION: Material terms of sale and delivery and accepts concrete as is. Due to important factors which are out of our may be hazardous,td y� sefet�/. Health. Pleas refer to the backside of this ticket for important control after delivery, this Company will not accept any responsibility for the finished results. No credit for safety handling in9formation, fit a material ata sheets for additional information. returned concrete. Buyers exceptions and claims shall be deemed waived unless made to us in writing AUTHORIZED SIGNATU� within one business day after the receipt of materials. O PREY TRK o '— LOAD NUIl o 1 68UNIVERSAL INVOICE This Delivery Ticket incorporates here-" ',y reference Buyer's previously executes " :dit Application, if any, Seller's Standard Terms and Conditions, Seller's Quotati f any, and Seller's Order Confirmation ( iding limitations of warranties), as if fully set forth on this Delivery Ticket ("Agreement"). Seller will provide the Standard Terms and Conditions upon request. Buyer agrees that, unless otherwise noted on the front hereof, all quantities and .items were delivered as indicated and further expressly agrees to pay .in accordance with the Agreement. AGGREGATE / CEMENT / CONCRETE PRODUCTS / FLY ASH Aggregate products are naturally occurring materials including limestone, dolomite, granite, volcanic rock, sand, gravel, and other siliceous materials. Cement products include Portland cement, masonry, pozzolan ( Type IP), roof tile, and stucco. Concrete products include Portland cement and aggregate products including limestone, dolomite, granite, volcanic rock, sand, gravel, and other siliceous materials. These products, including fly ash, may contain more than 0.025% crystalline silica. Hazards: Freshly mixed wet cement and/or fly ash can cause eye irritation, skin and eye burns and allergic skin reactions. Dry concrete and aggregate dust may cause irritation to eyes, skin, and/or respiratory tract. Dust from handling, crushing, grinding, cutting and/or drilling may contain silica, which may cause silicosis and cancer if inhaled. If ingested, keep warm, at rest, and drink large amounts of water. Fly Ash may contain trace amounts of ammo- nia. Moisture can cause the ammonia to be released. Inhalation of ammonia can cause coughing and irritation or burns of the nose, throat and lungs. See physician. Health risk depends on duration and level of exposure. Safety: Avoid contact with eyes and prolonged contact with skin. Wear gloves, eye protection, and appropriate protective clothn a. Wash hands thoroughly with mild soap and water after handling. Avoid breathing dust. If exposed to dust above recommended limits (see MSDS), wear suitable NIOSH-approved respiratory protection. First Aid: In case of eye contact, immediately flush eyes with flowing water for 15 minutes. If dust is inhaled, move to fresh air. If wet cement contacts skin, rinse thoroughly with water. Get proper medical attention if irritation persists. CEMEX, Memorial Hermann Tower 929 Gessner, Suite 1900 V7 combined Houston, Texas 77024 02/12 For more information please visit www.cemexu.sa.com. Este ticket de entrega incluye Como referencia at comprador: (ya previamente ejecutada en su aplicac.i6n de crddito); cualquier tdrmino estandar, condiciones del vendedor, propuestas del vendedor y orden de confirmaci6n del vendedor (con limitaciones y garantfas), como acuerdo total del. ticket de entrega ("Contrato"). El vendedor proveera los terminos estandares y condiciones detal- lados en caso de asi ser requeridos. Con este documento, el. comprador acepta los mismos ya antes mencionados y que las cantidades y materiales fueron entregados como se expresa en el mismo. Acepta pagar el monto de acuerdo al contrato; al menos que se identi- fique con una nota al frente de este documento. AGREGADOS / CEMENTO / PRODUCTOS DE CONCRETO / CENIZAS VOLANTES Los productos de agregados son materiales naturales como piedra caliza, dolomita, granito, roca volcanica, arena, grava y otros materiales silicios. Los productos de cemento incluyen Cemento de tipo Portland, de albanilerfa, pozzolan (tipo IP), azulejo de azotea y estuco. Los productos de concreto incluyen cemento Portland y productos de agregados como piedra caliza, dolomita, granito, roca volcanica, arena, grava, y otros materiales silicios. Estos productos incluyen cenizas volantes (fly ash) la cual puede contener mas de 0.025% de silicio cristalino. Peligros: Mezela de cemento fresco y/o cenizas volantes pueden causar irritaci6n en los Ojos, quemaduras en piel y ojos, y reacciones al6rgicas en la piel. Concreto seco y polvo de agregados, pueden causar irritaci6n en los ojos, piel y/o en la zona respiratoria. Polvo del manejo en el trituramiento, pulido, come y/o perforaci6n puede contener materiales silicos, los cuales pueden causar silicosis pulmonar y cancer si son inhalados. En caso de ser ingeridos, mantenerse en temperatura calida, reposar y tomar grandes cantidades de agua. Las cenizas volantes pueden contener amoniaco. Se uridad: La hum.edad puede causar la liberaci6n del amoniaco. La inhal.aci.6n del amoniaco puede causar toser, irritaci6n o g quemaduras en la nariz, garganta y pulmones. Acudir inmediatamente al medico.. El riesgo en la salud depende en la duraci6n y el nivel de la exposici6n. ' Seguridad: Evite el. contacto con ojos y contacto prolongado con .la piel. Use guantes, protecci6n en los ojos y ropa Primeros adecuada para protecci6n. Lavese ]as manos con jab6n suave y agua despues del manejo de materiales. Evite inhalar auxilios: polvos. Si se expone a polvos rnas de los limites recomendados, use protecci6n respiratoria. Primeros auxilios: En caso de contacto en los ojos, inmediatamente fluya agua en la pane afectada por 15 minutos. Si se inhala polvo, exp6ngase a aire fresco. Si el cemento fresco tiene contacto con sus ojos, lavelos a fondo con agua. Acuda a atenci6n medica inmediatamente si la irritaci6n continua. CEMEX, Memorial Hermann Tower 929 Gessner, Suite 1900 V7 combinado Houston, Texas 77024 02/12 Para mas info.rmaci6n visita www.cemexusa.com. JOSEPH E. SMITH, CLERK OF THE CIRCUIT CC FILE # 3841002 OR BOOJ "24 PAGE 2013, — SAINT LUCIE COUNTY orded 06/04/2013 a ):41 AM AFTER RECORDING -RETURN TO: PERMIT NUMBER: Y . I'Id, ln,ee4,::-,0 for r,-.:,irdi,ya„I„ The undersigned hereby given notice that improvement will be m do to certain real property, end in accordance with Chapter 713, Florida statutes the following information is provided in the Node o(commeneemenl. 1. DESCRIPTION OF PROPERTY (Legal description and stree address) TAX FOLIO NUMBER: 39 1 4 — 9 01 —1 7 01 —0 0 0 9 QTMT%TviclnNSpanis—w."Oe3( TRACT__ LOT BLDG UNIT 2. GENERAL DESCRIPTION OF IMPROVEMENT: sin' 3. OWNER INFORMATION:, a.Name_ Wynne Ri b.Address 8000 S. US1, Suite 402, 1 d. Name and address of fee simple titleholder (if other than owi 4. CONTRACTOR'S NAME, ADDRESS AND PHONE NUM'. 8000 S. US1, Suite 402, PSL, 5. SURETY'S NAME, ADDRESS AND PHONE NUMBER Al 6. LENDER'S NAME, ADDRESS AND PHONE NUMBER: _ 7. Persons within the State of Florida designated by Owner upon v Section 713.13 (1)(a) 7., Florida Statutes: NAME, ADDRESS AND PHONE NUMBER: D O U 9 . B r a n t g. In addition to himself or herself, Owner designates the followinj 713.13 (1)(b), Florida Statutes: NAME, ADDRESS AND PHONE NUMBER:. 9. Expiration date of notice of commencement (the expiration date specified) ; 20_. Sigd lure of Owner or / Owner's Authorized Ofricer/Director/Partner/Monager State of Florida County of Sit. 1.11 r• i e The foregoing instrument was acknowledged before me this __I By Matthew Lyle Wynne , (Name of person) For Wynne Building Corporation (Name of parry on behalf of whom instrument was executed) oT)4 y 1v ti Afj-w1 N (Printed Name of Notary Public) (Signature Under penalties of perjury. I declare that I have read the fc belief (section 92.525, Florida Statutes). _ Sienstu-r*s r(s) or Owner(s)' Authi By: R... 01V1011001(Reco1di.t) mily resident c.interest in property Wynne Development Corporation BOND AMOUNT: tom notices or other documents may be served as provided by Ley 1 Silver Oak Dr. PSL, FL. 201-8418 to receive a copy of the Lienor's Notice as provided in Section 1 year from the date of recording unless a different dale is Matthew Lyle Wynnei Vice —President Print Name and Provide Signatory's Title/ORce of 201_. ' of authority... e.g. Owner, officer, trustee, attorney in fact) Ily KnownZ or produced the following type of ID: iy Public) Brat i and that the facts in it are By DOROTI.r ::.,t a ASIS Notary Pn:. Wa Of Raft My C•1rr'• ss Oct 2. 2016 Cn • # FF 015226 ,"A.a,ag1(Mary Assn hlec - t>•M M IUf11� taer« oat, tote CwsYdw O FF Ot RM 1ot11M tlttwrtA"d 0ftvAra STATE OF FLORIDA ST. LUCIE COUNTY THIS IS TO CERTIFY THAT THIS it A TRUEAND ORRFCTCOI")'OFTf DRIGINA JOS N E, SMITH. ERK puey lefk Date: IIIN _ 4 -in,2 WYGir'mE BUILDING CORPORAI'i' N 8000 South U.S. #1 Suite 402 Port St. Lucie, FL 34952 Spanish Lakes Communities Division Port Saint Lucie August 29, 2013 To: St. Lucie County Building Department Attn: Permitting and/or Plan Review Re: 11 Med. East Permit # 1306-0041 To Whom It May Concern: Miami Division Miami In regards to the above property, the mobile home that was located on the lot was moved out of the park by the homeowner. If you have any questions I can be reached at (772) 878-5513. Tha: Matthew Lyle Wynne - V.P. Telephones: Port Saint Lucie (772) 878-5513 Miami (305) 235-3175 St. Lucie County Building -& Zoning 2300 Virginia Ave Fort Pierce, FL 34982 BUILDING PERMIT SUB -CONTRACTOR SUMMARY . Wynne Building Corporation wi11beusing the following sub -contractors for'the (Company/Individual Name) project located at \ `\ (Street address or Property Tax ID #) It is understood that if there is any change of status regarding the participation of any of the sub -contractors listed below, I will immediately advise the Building and Zoning Department of St. Lucie County. Trade Name of Company/Contractor St. Lucie County/ State of Florida License Number Electr:1 ical S & W Electric, Inc. 2045 ER0009416 Plumbing Lindquist Plumbing & Supply Co. 19150 CFC057672 HVAC/ Comfort Control of St. Lucie 8288 Mechanical CACO24379 Roofing Treasure Coast Roofing, LLC Gas ogy -r PERMIT ISSUE DATE: NUMBER:—. G ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT ORIOP . BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: Q04'_6 State of Florida Certification Number (if applicable): E'R DO n 16 4- lJ E le GE—r t^C , (Company Name/Individual Name) have agreed to be the e le c f ri c a l sub -contractor for Wunvic I Uyrlanq� COCA. (Type of Trade) (Primary Contractor) for the project located at \\, ��SZ (�s . Q S (Project Street Address or Property,.'-ax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATURES ARE REQUIRED eNI�A�"3 SIGNATURE PRINT NAME DATE Business Name: S ` - L 1 1 Qci r; G, JJ�n c , Address: City/State/Zip: Phone: 7 7cZ. — �t%4/— clp `flo (o email: OFFICE USE ONLY: PERMIT # ISSUE DATE G ST. LUCIE COUNTY PUBLIC WORKS ;yam BUILDING & ZONING DEPARTMENT �OR1� BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: R 2 g$ State of Florida Certification Number (If applicable): C A C 112 4 3 7 9 Comfort Control of St. Lucie County. Inc. have agreed to be the (Company Name/Individual Name) air conditioning sub -contractor for Wynne Development Corp. (Type of Trade) (Primary Contractor) for the project located at \1N ` l� <� s . `KC S� (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the 13J ing and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) Address: City/State/Zip Phone: Barry Zimmerman PRINT NAME DATE Comfort Control of St. Lucie County, Inc. 1 501 Bil tmnre Gtreet ,�. OFFICE USE ONLY: email: PERMIT # ISSUE DATE COUNTY F L R I D Ai PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: State of Florida Certification Number (If applicable): 26901 CFC1428458 Lindquist Plumbing have agreed to be the (Company Name/Individual Name) Plumbing sub -contractor for Wynne Development Corp. (Type of Trade) (Primary Contractor) for the project located at - (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATURES ARE REQUIRED Wade Case SIGNATURE PRINT NAME DATE Business Name: Lindquist Plumbing & Supply co. Inc. Address: 3185 Sneed Road City/State/Zip: Fort Pierce, Fl. 34945 Phone: 461-1969 email: lindquistplumbing@ymail.com n1 1V'FP- ' TT.CF. nNT .V PERMIT # ISSUE DATE ST. LUCIE COUNTY PUBLIC WORKS WX BUILDING & ZONING DEPARTMENT ' . F�OR10�•' . BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: 19496 State of Florida Certification Number (if applicable): R C 2 9 0 2 7 0 8 7 T r a a c i i r e Coast g nn f i n q, r, r, c'- have agreed to be the (Company Name/Individual Name) Roofing sub-contractorfor Wynne Development Corp. (Type of Trade) (Primary Contractor) for the project located at \, \& • (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No_ 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATURES ARE REQUIRED Rri an Mal nney SIGNATURE PRINT NAME DATE Business Name: Treasure Coast Roofing, LLC Address: 1816 SW R i 1 t m n r P S t City/State/Zip: Port St . ' Lucie, FL. 34984 .Phone: (7 7.2) 3 4 3— 8 3 0 8 email: OFFICE USE ONLY: PERMIT # ISSUE DATE ST. LUCIE COUNTY BUILDING & ZONING 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 772-462-1553 FILLED LANDS AFFIDAVIT I, the undersigned, am the owner of the following described property:\�, `N\kc. s .�St Part of 3414-501-1701-000/9• Section 26, Township 36s & Range 40E (Tax ID/Legal descriptioNAddress) for which I have applied to St. Lucie County for a Final Development Permit. In accepting this Final Development Permit, BP Number , I acknowledge that as owner of the above described property, and in accordance with Section 7.04.01(D), St. Lucie County Land Development Code, I shall be responsible for assuring adequate drainage so that the im.med.iate community WILL NOT be adversely affected. I further acknowledge that in granting this permit for the development of this property, St. Lucie County is neither obliged nor liable to provide for, or maintain in any form, adequate drainage off rely property which will not adversely affect the immediate community. Matthew Lyle Wynne Property Owner Name STATE OF FLOR.IDA, COUNTY OF St. Lucie alert Ow '� ; re Date ACKNOWLEDGED BEFORE ME TI4IS d ;� DAY OF n 14 7 , 20,1=? gyMatthew Lyle Wynne WHO IS PERSONALLY KNOWN TO ME OR WHO HAS PRODUCCD L4��� (9,171M t, 4-1 SIGNATURE OF NOTARY NOTARY PUBLIC TITLE IDENTIFICATION. -- o►eo -rA'Y ;41,>,) U ASk i.o TYPE OR PRINT NAME OF NOTARY COMMISSION OOlff)lffrlf4lf•f avm .�: my comm. Eon Od t WS Comminim I OF 015M Bonded Tfao* NOW NOIIry AIM, (SCAL) FIELD DENSITY TEST REPORT(` E/? � T�> 3 &6 t3 DUNKELBERGER /' engineering &testing, inc. Report Number: H13091011.0003 AlrerrarancoMPANY Service Date: 10/01/13 607 NW Commodity Cove Report Date: 10/02/13 Port St. Lucie, FL 34986 Task: 772-343-9787 Reg No: 6870 Client Project Wynne Building Corporation Spanish Lakes -Phase I Attn: Matthew Wynne 8000 S US Highway 1 8000 South US 1, #402 Port St. Lucie, FL Port St Lucie, FL 34953 Project Number: HB091011 Material Information Lab Test Data Project Requirements Optimum Water Max. Lab Water Minimum Mat. Proctor Laboratory Content Density Content Compaction No. Ref. No. Classification and Description Test Method (%) (pcf) 1 H13091011.0001 Brown fine SAND, trace shell ASTM D1557 12.0 107.0 N/A 95 fragments Field Test Data Probe Wet Water Water Dry Percent Test Lift / Mat. Depth Density Content Content Density Compaction No. Test Location Elev. No. (in) (pcf) (pcf) (%) (pcf) (%) 11 Mediterranean East Blvd., Permit No. SLC1306-0041 1 Front of Building Pad 0-12 1 12 117.7 12.2 11.6 105.5 99 2 Center of Building Pad 0-12 1 12 119.4 12.4 11.6 107.0 100 3 Readr of Building Pad 0-12 1 12 114.9 10.1 9.6 104.8 98 Datum: Inches below top of subgrade Serial No: 34488 Std. Cut. M:714 Std. Cnt. D: 2287 Comments: Test and/or retest results on this report meet project requirements as noted above. Services: Perform in -place density tests to determine degree of compaction and material moisture condition. Dunkelberger Rep.: Michael Cohen Reported To: B. w/Wynne Building Contractor: Wynne Building Report Distribution: (1) Wynne Building Corporation, Matthew Wynn (2) Wynne Building Corporation Reviewed By: RECEIVED OCT 07 2013 Test Methods: ASTM D6938 Kraig E. Dunkelber, er, P FL Registration N . 499: The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Cxoo07,4-17-12,xev.5 Page I of I Planning & Development Services Building & Code Regulation Division 2300 Virginia Ave Fort Pierce, FL 34982 772-462-2172 Fax 772-462-6443 CERTIFICATE OF TERMITE TREATMENT CONSTRUCTION SOIL TREATMENT PERMIT #:130h- 00`4 L JOB ADDRESS: 11 Me61te(rfAncan ec5V glut BUILDER/CONTRACTOR: PEST CONTROL CONTRACTOR:��c- PEST CONTROL LICENSE #: We, the undersigned, hereby certify that we have pretreated the above described construction for subterranean termites in accordance with the standards of the National Pest Control Association. Square feet if area treated: I C1� d Percentage of solution: , 0 6/0 Date of Treatment: / 0— ct-13 Footing 1st Treatment Re -Treat Driveway 1st Treatment Re -Treat Other 1st Treatment Re -Treat Chemicals used: jB45e1 %Ne_ Total gallons used: IN Time of Treatment: / 0; / d _Slab ist Treatment Re -Treat Pools 1st Treatment Re -Treat Perimeter for Final Inspection Signakure o Ext minator Note: There must be a completed form for each required treatment or re -treatment and this form must be on the job site to be picked up by the inspector at time of each inspection or the scheduled inspection will fail and a re -inspection fee charged. FBC104.2.6 Certificate of Protective Treatment for prevention of termites. A weather resistant jobsite posting board shall be provided to receive duplicate Treatment Certificates as each required protective treatment is completed, providing a copy for the person the permit is issued to and another copy for the building permit files The Treatment Certificate shall provide the product used, identity of the applicator, time and date of the treatment,, site location, area treated, chemical used, percent concentration and number of gallons used, to establish a verifiable record of protective treatment: If the soil chemical barrier method for termite prevention is used, final exterior treatment shall be completed prior to final building approval. St Lucie County requires for the final inspection for CO, a Permanent Sticker to be placed on the electrical panel box cover, listing all the treatments and dates of applications. CEMEX sLC:--130�—oo�•I t , 35513554 Plant: Begin ,Loading; To Job- Arrive Job: Start Unload: Firish Unload: Leave Job: Return Plant: �•- 1 Customer Code: Customer Name: Project Code: Project Name: Ticket Date: Delivery Address: Delivery Instructions: } Customer Job Number: Order Code / Date: Project P.O. Number: Order P.O. Number: r"«w tilt".tti�-:r; it��,J']7��i.".> Map Page: Map/Row/Column: Dispatcher. Ticket Number: aJ L`•..l 71...°J.JL.1 �� Due On Job: Slump: Truck Number: Driver Number: Driver Name: End Use: d i•✓ .^. i"ii i . i., c';(] I I-) I, ?;*7' 5j75,_.. t f r,'`c' 3 AWGF1.. f'!i-•i_ A•1"1.)RRE, L_t'•11:�c.�r;c'� e 1 «t LOAD !ANTITf CUMULATIVE QUANTITY ORDERED QUANTITY MATERIAL CODE PRODUCTION DESCRIPTION 7. J:? UOM UNIT PRICE ,rat. AMOUNT 1 n C"(D. .{,,t•�d_ri,: . FUEL y fC1.1^v GF ,I•„ .,1t�7 6`3 E1'iv6RlNhPtlI P!}_. 0Irl--0i"x1R=rG Cash Check # / Aulh Code: Signature of Driver Receiving Cash: Cash Received: Total COD Order Amount to Collect Without Standby Charges: Check ` Charge Comments: WATER ADDED: d' YARDS IN DRUM: rGAL WHEN ADDED � V i 1 SIGNATURE - CURB LINE CROSSED AT OWNER'S/AGENT'S REQUEST: t 2013 RECEIVED (010',T' SIGNATURE ❑ LOAD WAS TESTED BY: Notice: Our drivers will make every effort to place materials where the customer designates, but the SPECIAL TERMS: Any water added is at customers own risk. If water is added on job, concrete strength Company assumes no responsibility for damages Inside curb or property line. Customer agrees to the is no longer guaranteed. WARNING: Product may cause skin and/or eye Irritation. CAUTION: Material terms of sale and delivery and accepts concrete as is. Due to Important factors which are out of our may be hazardous to your safety and health. Please refer to the backside of this ticket for Important control after delivery, this Company will not accept any responsibility for the finished results. No credit for safety handling information, and to the material safety data sheets for additional Information. returned concrete. Buyers exceptions and claims shall be deemed waived unless made to us in writing AUTHORIZED SIGNATURE: --- within one business day after the receipt of materials. 68UNIVERSAL F' 2F V "i" RK INVOICE ! I..Oc' D NUM o 1 eery Ticket incorporates herein by reference Buyer's previously executed rrPdit Application, if any, Seller's Standard onditions, Seller's Quotata F any, and Seller's Order Confirmation ( ding limitations of warrarries), as if fully Ais Delivery Ticket ("Agre--ot"). Seller will. provide the Standard Ter—. "ad Conditions upon request.•BuRpr agrees' otherwise noted on the front hereof, all quantities and items were delivered as indicated and further expressly agrees to IXordance with the Agreement. j l AGGREGATE / CEMENT /•CONCRETE PRODUCTS / FLY ASH ,Aggregate_products:are naturally occurring materials including limestone, dolomite, granite, volcanic rock, sand, gravel, and other siliceous materials. Cement products include Portland cement, masonry, pozzolan (Type IP), roof tile, and stucco. Concrete products include Portland cement and aggregate products including limestone, dolomite, granite, volcanic rock, sand, gravel, and other siliceous materials; These products, including fly ash, may contain more than 0.025% crystalline silica. Hazards: Freshly mixed wet cement and/or fly ash can cause eye irritation, skin and eye burns and allergic skin reactions. Dry concrete and aggregate dust may cause irritation to eyes, skin, and/or respiratory tract. Dust from handling, crushing, grinding, cutting and/or drilling may contain silica, which may, cause silicosis and cancer if inhaled. If ingested, keep warm, at rest, and drink large amounts of water. Fly Ash .may contain trace amounts of ammo- nia. Moisture can cause the ammonia to be released. Inhalation of ammonia can cause coughing and irritation or burns of the nose, throat and lungs. See physician. Health risk depends on duration and level of exposure. Safety: Avoid contact with eyes and prolonged contact with skin. Wear gloves, eye protection, and appropriate protective clothing. Wash hands thoroughly with mild soap and water after handling. Avoid breathing dust. If exposed to dust above recommended limits (see MSDS), wear suitable NIOSH-approved respiratory protection. First Aid: In case of eye contact, immediately flush eyes with flowing water for 15 minutes. If dust is inhaled, move to fresh air. If wet cement contacts skin, rinse thoroughly with water. Get proper medical attention if irritation persists. CEMEX, Memorial Hermann Tower 929 Gessner, Suite 1900 V7 combined Houston, Texas 77024 02/12 For more information please visit www.cemexusa.corn. Este ticket de entrega incluye -como referencia al comprador (ya previamente ejecutada en sit aplicacion de cred.ito); cualquier termino estandar, condiciones del vendedor, propuestas del vendedor y orden de.confinnacion del vendedor (con limitations y garantfas), como acuerdo total del ticket de entrega ("Contrato"). El vendedor proveera los terminos estandares y condiciones detal- lados en caso de asf ser requeridos. Con este documento, el comprador acepta los m.ism.os ya antes mencionados y que las cantidades y materiales fueron entregados• como se expresa en el mismo. Acepta pagar el MOM de acuerdo al contrato; al menos que se identi- -fique con una nota al frente de este documento. AGREGADOS / CEMENTO / PRODUCTOS DE CONCRETO / CENIZAS YOLANTES L-os productos de-agregados son materiales naturales como piedra caliza, dolomita, granito, roca volcanica, arena, Brava y otros materiales silicios. Los productos de cemento incluyen Cemento de tipo Portland, de albanilerfa, pozzolan (tipo IP), azulejo de azotea y estuco. Los productos de concreto i-ncluyen cemento Portland y productos de agregados como piedra caliza, dol.o.mita, granito, roca volcanica, arena, grava, y otros materiales silicios. Estos productos .incluyen cenizas volantes (fly ash) la cual puede contener mas de 0.025% de silicio cristalino. Peligros:. Mezcla de cemento fresco y/o cenizas volantes pueden causar irritation en los ojos, quemaduras en piel y ojos, y reacciones alergicas en la piel. Concreto seco y polvo de agregados, pueden causar irritacion en Jos ojos, piel y/o en la zona respiratoria. Polvo del manejo en el trituramiento, pulido, torte y/o perforation puede contener materiales silicos; los cuales pueden causar silicosis pulmonar y cancer s.i son inhalados. En caso de ser ingeridos, mantenerse en tempeiatura calida, reposar y tomar grandes cantidades de agua. Las cenizas volantes pueden contener anioniaco. Seguridad: La humedad puede causar la liberation del amoniaco. La inhalation del amoniaco puede causar toner, irriuicion o quemaduras en la nariz, garganta y pulmones. Acudir inmediatamente al medico. El riesgo en la salud depende en la duration y el nivel de la exposition. Seguridad: Evite el contacto con ojos y contacto prolongado con la piel. Use guantes, proteccion en los ojos y ropa Primeros adecuada para proteccion. Ldvese las manos con jabon suave y agua despues del manejo de materiales. Evite inhalar auxilios: polvos. Si se expone a polvos mas de los limites recomendados, use proteccion respiratoria. Primeros auxilios: En caso de contacto en los ojos, inmediatamente-fliiya agua en• la parte afectada por 15 minutos. Si se inhala polvo, expongase a aire fresco. Si el cemento fresco tiene contacto con sus ojos, ]avelos a fondo con agua. Acuda a atencion medica inmediatamente si ]a irritacion continua. CEMEX, Memorial Hermann Tower 929 Gessner, Suite 1900 V7 combinado Houston, Texas 77024 02/12 Para mas information visita www.cemexusa.com. RESIDENTIALIC®M1MERCIAL BUILDING PERMIT CHECKLIST ,Site Location: Permit Number: _........_._.._..._...._._.._._........_ Technician: .i General: Application completely filled out with notarized signatures "� Yes �J No N/A List with contractors' names and county & state Yes No N/A Sub Summary Li . certification numbers Sub Agreements with original signatures Yes El No 91 N/A Owner Builder Affidavit Yes No /N/A Owner Builder Electric Affidavit Yes C; No me N/A Filled Land Affidavit Yes � No � N/A Geo or recorded warranty deed Yes � No � N/A Recorded Notice of Commencement r� Yes. No / N/A Utility Agreement or Payment Receipt Yes No N/A /Vegetation Removal Permit � Yes � No N/A �( Non Conforming Lot of Record C Yes U.,No N/A Plans, Calculations & Attachments Q copies commercia1/2 residential): Complete set of plans with engineer/architect raised seal &' Yes 1 } No n N/A Truss plans reviewed and approved by engineer/architect IQ/ Yes r3 No 01engineer/architectg and P �,,/ Landscaping parking plan � l Yes � No N/A 1 lza/ 3 Copies of approved site plans 1-1Yes No N/A 2 Sealed surveys or plot plans with dimensions, fin ished floor Yes 0 No U N/A elevation and setbacks Health Department approval stamped on survey and floor plan Yes No N/A Health Department food establishment permit stamp on floor plan 0 Yes Uj No N/A Manual J or Manual N calculations P—ii Yes T- " No 0 N/A wSigned Energy Calculations Yes No N/A Sealed Wind Load Compliance Certification Yes 17 No r] N/A Product Review Affidavit Yes ri No N/A Page 1 of 2 SI.DENT.IAL/CO11 MERCIAL BUILDING PERMIT CHECKLIST Site Location: \_... .... ....... ...... c`�.. . ... .C1...____ G.._..__._..__._._.._..._.__............. _----...._..___.__._.._....._.....-.__.__.-_...__._.__.--_-_ Permit Dumber: Other: Health Department permit paperwork CD for Fire Department if commercial or multi -family DEP, SFWMD or Army Corp of Engineers Pool Barrier Affidavit Ground sign landscape affidavit Burn rate for sign cabinets RV and Mobile Horne Tie Down Only (2 copies): Permit Worksheet (Tie -down diagram) Manufacturer set-up and installation manual Manufacturer blocking diagrams Signed penetrometer test (1 copy) Stair details Mobile home inspection report for relocation Copy of Title for relocation Class A approval from Growth Management Comments: Name., Technician:---- ----- - 1= Clear form Page 2 of 2 C1 Yes C No N/A r Yes r' No N/A Yes 1—i No N/A r__j Yes r_j No N/A Yes G No Evil N/A Yes C No W N/A 0 Yes 01 No r% N/A Yes No ` ' N/A Yes No N/A :-0 U Yes ri No N/A 0 Yes U No N/A Yes No N/A Yes El No N/A Yes N o N/A ate: (li MIN, SETBACK AEQ, FRCNT�C_Q� SIDES ` 5 CNR SIDES REAR �lS ZNG. 5 TECH. rr wui+W+.1+wv.Y$ .. 4"•i N ..:.W.i.Lyirt'LriIXJr�'JV:BtlRCPf-'Pr9An�R .�d'b. riM1WGu:n , �BR9�:�WO�P' FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: 62' WYNNE GRAND CARLTON Builder Name: COMFORT CONTROL OF SLC, INC. Street: \\1 �Q�, 4-�k Permit Office: City, State, Zip: , FL, - Permit Number: Owner: GRAND CARLTON 62' Jurisdiction: Design Location: FL, Fort Pierce 1. New construction or existing New (From Plans) 9. Wall Types (1514.5 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.3 1514.50 ft2 b. N/A R= ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 2 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types (1446.0 sqft.) Insulation Area a. Under Attic (Vented) R=30.0 1446.00 ft2 6. Conditioned floor area above grade (ft2) 1446 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows(114.0 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: Attic 6 90 a. U-Factor: Dbl, U=1.30 114.00 ft2 SHGC: SHGC=0.50 b. U-Factor: N/A ft2 12. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 28.2 SEER:15.00 c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 28.2 HSPF:8.60 SHGC: Area Weighted Average Overhang Depth: 3.833 ft. Area Weighted Average SHGC: 0.500 14. Hot water systems 8. Floor Types (1446.0 sqft.) Insulation Area a. Electric Cap: 40 gallonsEF: a. Slab -On -Grade Edge Insulation R=0.0 1446.00 ft2 b. Conservation features 0.900 b. N/A R= ft2 None c. N/A R= ft2 15. Credits CF, Pstat Total Proposed Modified Loads: 26.16 Glass/Floor Area: 0.079 PASS Total Standard Reference Loads: 32.81 1 hereby certify that the plans and specifications covered by Review of the plans and ST,q?8 this calculation are in compliance with the Florida Energy specifications cove d by this O�Z0EE ~,+ _ Off, Code. calculation Indic es compliance rjriq '' '��o� with the Florid nergy Code. 1~ nrrr:. '�;'.'rt•;;.• „ O PREPARED BY' Before const ction is completed c •' '" DATE -- this buildi will be inspected for O Ik compli ce with Section 553.908 , I hereby certify that this building, as designe i pliance Flori Statutes. with the Florida Energy Code. cODWf OWNER/AWi�A' BUILDING OFFICIAL: DATE: _ 3 DATE: Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with 403.2.2.1.1. Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist 5/15/2012 9:20 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 5 PROJECT Title: Building Type: Owner: # of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: 62' WYNNE GRAND CARLT FLProp2010 GRAND CARLTON 62' 1 COMFORT CONTROL OF SL Single-family New (From Plans) Bedrooms: 2 Conditioned Area: 1446 Total Stories: 1 Worst Case: No Rotate Angle: 45 Cross Ventilation: No Whole House Fan: No Address Type: Lot # Block/SubDivision: PlatBook: Street: County: City, State, Zip: Street Address ST. LUCIE FL, - CLIMATE / Design Location TMY Site IECC Design Temp Zone 97.5 % 2.5 % Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Fort Pierce FL_ST_LUCIE_CO_INTL 2 39 90 70 75 722 62 Low BLOCKS Number Name Area Volume 1 Blockl 1446 11568 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 RoomslnBlockl 1446 11568 Yes 2 2 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter R-Value Area Tile Wood Carpet -1 Slab -On -Grade Edge Insulatio RoomslnBlockl 150.7 ft 0 1446 ftz ___- 0 0 1 ROOF / V/ # Type Materials Roof Gable Roof Area Area Color Solar Absor. SA Emitt Tested Emitt Deck Tested Insul. Pitch (deg) 1 Hip Metal 1523 ft' 0 ft2 Medium 0.88 N 0.9 No 0 18.4 ATTIC V # Type ' Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1445 ft' N N CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic (Vented) RoomslnBlock1 30 1446 ft' 0.1 Wood 5/15/2012 9:20 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5 WALLS / Adjacent Space Cavity Width Height Sheathing Framing Solar Belo w y # Ornt To Wall Type]A Et In Ft In Area R_VRhjP Fraction Ahsor C, 1 N Exterior Concrete Block - Int InsBloomslnBloc 4.3 32 2 9 10 316.3055 0 0 0.8 0 2 E Exterior Concrete Block - Int InsEdoomslnBloc 4.3 49 11 9 10 490.8472 0 0 0.8 0 3 S Exterior Concrete Block - Int InslAoomsInBloc 4.3 15 6 8 0 124 ft2 0 0 0.8 0 4 SW Exterior Concrete Block - Int InsIRoomsInBIoc 4.3 4 3 8 0 34 ft2 0 0 0.8 0 5 W Exterior Concrete Block - Int InsOloomslnBloc 4.3 35 2 8 0 281.3333 0 0 0.8 0 6 W Exterior Concrete Block - Irit InsRoomslnBloc 4.3 8 0 8 0 64 ft2 0 0 0.8 0 7 S Exterior Concrete Block - Int InsgloomslnBloc 4.3 25 6 8 0 204 ft2 0 0 0.8 0 DOORS # Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 S=>E Insulated RoomslnBloc Metal 0.6 3 0 7 0 21 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang v # Ornt ID Frame Panes NFRC U-Factor SHGC Storms Area Depth Separation Int Shade Screening 1 N=>W 1 Metal Double (Tinted) Yes 1.3 0.5 N 27 ft2 10 ft 0 in 0 ft 6 in HERS 2006 None 2 N=>W 1 Metal Double (Tinted) Yes 1.3 0.5 N 15 ft2 1 ft 0 in 0 ft 6 in HERS 2006 None 3 N=>W 1 Metal Double (Tinted) Yes 1.3 0.5 N 15 ft2 1 ft 0 in 0 ft 6 in HERS 2006 None 4 E=>N 2 Metal Double (Tinted) Yes 1.3 0.5 N 20 ft2 1 ft 0 in 0 ft 6 in HERS 2006 None 5 E=>N 2 Metal Double (Tinted) Yes 1.3 0.5 N 15 ft2 1 ft 0 in 0 ft 6 in HERS 2006 None 6 S=>E 3 Metal Double (Tinted) Yes 1.3 0.5 N 16 ft2 6 ft 0 in 0 ft 6 in HERS 2006 None 7 W=>S 5 Metal Double (Tinted) Yes 1.3 0.5 N 6 ft2 1 ft 0 in 0 ft 6 in HERS 2006 None GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation •1 382.8 ft2 382.8 ft2 64 ft 8 ft 1 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 BySpaces Proposed SL.A 0.000360 1365.4 74.960 140.97 0.2628 7.0821 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF: 8.6 28.2 kBtu/hr 1 sys#1 5/15/2012 9:20 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit None SEER: 15 28.2 kBtu/hr 846 cfm 0.8 1 sys#1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.9 40 gal 50 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ft2 DUCTS — Supply — — Return -- Air Percent HVAC # # Location R-Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF Heat Cool 1 Attic 6 90 ft2 Attic 25 ft2 DSE=0.88 Attic 0.0 cfm 0.00 % 0.00 0.60 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling Jan Feb Mar X A r Ma Jun Jul Au Se ]Oct Nov Dec HeatinjXj XJan Feb �Xj X1 Mar IX � AprF1 IX rjj May ] Jun IX Xj Jul jAug r Ix X1 Sep r ] Oct jxxjNov JXXI DecVenting X Jan Feb X Mar X Apr May ]] Jun X Jul Aug X Sep ] Oct X Nov XDec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 5/15/2012 9:20 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 5 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: PERMIT #: , FL, - MANDATORY REQUIREMENTS SUMMARY - See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked, gasketed, weatherstripped or otherwise sealed. Recessed lighting IC -rated as meeting ASTM E 283. Windows and doors = 0.30 cfm/sq.ft. Testing or visual inspection required. Fireplaces: j gasketed doors & outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat & 1 403.1 At least one thermostat shall be provided for each separate heating and controls I cooling system. Where forced -air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 I All ducts, air handlers, filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and I sealed in accordance with Section 503.2.7.2 of this code. 403.3.3 I Building framing cavities shall not be used as supply ducts. Water heaters 1 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker (electric) or shutoff (gas). Circulating system pipes insulated to = R-2 I + accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation I ventilation systems shall not exceed the minimum ASHRAE 62 level. No make-up air from attics, crawlspaces, garages or outdoors adjacent � —+� to pools or spas. Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower (HP) of = 1 & Spas I 1 HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor -retardant covers or a liquid cover or I other means proven to reduce heat loss except if 70% of heat from site -recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency=78% (82% after 4/16/13). Heat pump pool heaters minimum COP= 4.0. Cooling/heating 403.6 Sizing calculation performed & attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special equipment occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat >10kW must be divided into two or more stages. Ceilings/knee walls 1 405.2.1 R-19 space permitting. 5/15/2012 9:20 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 5 11 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 80 The lower the EnergyPerformance Index, the more efficient the home. , , FL, - 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Windows— Description a. U-Factor: Dbl, U=1.30 SHGC: SHGC=0.50 b. U-Factor: N/A SHGC: c. U-Factor: N/A SHGC: d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth Area Weighted Average SHGC: 8. Floor Types a. Siab-On-Grade Edge Insulation b. NIA c. N/A New (From Plans) 9. Wall Types Insulation Area Single-family a. Concrete Block - Int Insul, Exterior R=4.3 1514.50 ft2 b. N/A R= ft2 1 c. N/A R= ft2 2 d. N/A R= ft2 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=30.0 1446.00 ft2 1446 b. N/A R= ft2 c. N/A R= ft2 Area 11. Ducts R ft2 114.00 ft2 a. Sup: Attic, Ret: Attic, AH: Attic 6 90 ft2 12. Cooling systems kBtu/hr Efficiency ft2 a. Central Unit 28.2 SEER:15.00 ft2 3.833 ft. 0.500 Insulation Area R=0.0 1446.00 ft2 R= ft2 R= ft2 13. Heating systems a. Electric Heat Pump 14. Hot water systems a. Electric b. Conservation features None 15. Credits certify that this home has complied with the Florida Energy Efficiency Code for Building :onstruction through the above energy saving features which will be installed (or exceeded) n this home before final inspection. Otherwis a new EPL Dis Card will be completed )ased on installed Code compliant fe to ilder, Signature: Date: kddress of New Horne: ,\-2 d. City/FL Zi13_ j\ . a�_ �vuSs� kBtu/hr Efficiency 28.2 HSPF:8.60 Cap: 40 gallons EF: 0.9 CF, Pstat O� T%E �,q?Fo SAr k �I � a *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.cbm for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software ro ect Summary Job: P +� wrightsofto � � Date: MAY 15, 2012 Entire House By: PATRICIA ZIMMERMAN COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com Project Information For: 62' GRAND CARLTON WYNNE BUILDING CORP. FORT PIERCE, \\FL 34983 \ ' Notes: Design Information Weather: Fort Pierce, FL, US Winter Design Conditions Outside db 42 OF Inside db 70 OF Design TD 28 OF Heating Summary Structure 17399 Btuh Ducts 3009 Btuh Central vent (25 cfm) 773 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 21181 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heating Cooling Area (ftZ) 1446 1446 Volume (ft') 12558 12558 Air changes/hour 0.45 0.23 Equiv. AVF (cfm) 94 48 Heating Equipment Summary Make Carrier Trade COMFORT 15 PURON SINGLE STAGE Model 25H BC530A AHRI ref no3676266 Efficiency Heating input Heating output. Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 8.7 HSPF 28400 Btuh @ 47'F 27 OF 947 cfm 0.046 cfm/Btuh 0 in H2O Summer Design Conditions Outside db 90 OF Inside db 75 OF Design TD 15 OF Daily range Relative humidity L 50 % Moisture difference 61 gr/lb Sensible Cooling Equipment Load Sizing Structure 16133 Btuh Ducts 3659 Btuh Central vent (25 cfm) 414 Btuh Blower 0 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Equipment sensible load 19195 Btuh Latent Cooling Equipment Load Sizing Structure 2411 Btuh Ducts 1086 Btuh Central vent (25 cfm) 1049 Btuh Equipment latent load 4547 Btuh Equipment total load 23742 Btuh Req. total capacity at 0.70 SHR 2.3 ton Cooling Equipment Summary Make Carrier Trade COMFORT 15 PURON SINGLE STAGE Cond 25HBC530A Coil FX4DN(B,F)031 AHRI ref no3676266 Efficiency 12.5 EER, 15.3 SEER Sensible cooling 19880 Btuh Latent cooling 8520 Btuh Total cooling 28400 Btuh Actual air flow 947 cfm Air flow factor 0.048 cfm/Btuh Static pressure 0 in H2O Load sensible heat ratio 0.82 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2012-May-15 09:13:19 .+ wrightsofV Right-Sulte® Universal 2012 12.0.04 RSU05864 Page 1 i4C(>% E:\Wrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N Load Short Form Job: - wrightsoft Date: MAY 15, 2012 Entire House By: PATRICIA ZIMMERMAN COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com Project• • For: 62' GRAND CARLTON II, WYNNE BUILDING CORP. FORT PIERCE, FL 34983 Design Information Htg Clg Infiltration Outside db (OF) 42 90 Method Simplified Inside db (OF) 70 75 Construction quality Average Design TD (OF) 28 15 Fireplaces 0 Daily range - L Inside humidity (%) 30 50 Moisture difference (gr/lb) 1 61 HEATING EQUIPMENT Make Carrier Trade COMFORT 15 PURON SINGLE STAGE Model 25HBC530A AHRI ref no3676266 Efficiency Heating input Heating output Temperature rise Actual air flow . Air flow factor Static pressure Space thermostat 8.7 HSPF 28400 Btuh @ 47°F 27 OF 947 cfm 0.046 cfm/Btuh 0 in H2O COOLING EQUIPMENT Make Carrier Trade COMFORT 15 PURON SINGLE STAGE Cond 25HBC530A Coil FX4DN(B,F)031 AHRI ref no3676266 Efficiency 12.5 EER, 15.3 SEER Sensible cooling 19880 Btuh Latent cooling 8520 Btuh Total cooling 28400 Btuh Actual air flow 947 cfm Air flow factor 0.048 cfm/Btuh Static pressure 0 in H2O Load sensible heat ratio 0.82 ROOM NAME Area (ftz) Htg load (Btuh) Clg load (Btuh) Htg AVF (cfm) Clg AVF (cfm) FOYER 60 1144 674 53 32 GRT RM/DINING 483 7087 7281 329 348 LAUNDRY 46 839 1859 39 89 KITCHEN 154 359 2942 17 141 MS BATH 53 907 1146 42 55 MS CLOSET 70 77 149 4 7 MS BDRM 266 4973 2990 231 143 HALL 18 19 37 1 2 BATH 45 514 237 24 11 BDRM 2 196 3577 2100 166 100 cn_ n4.1 277 A) I IVIAJ I the L/AV Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - wri htsoftW 2012-May-15 09:age 1 .� 9 Right -Suite® Universal 2012 12.0.04 RSU05864 Page 1 �C� E:\Wrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N Entire House p 1445 20408 19792 947 947 Other equip loads 773 414 Equip. @ 0.95 RSM 19195 Latent cooling 4547 AAAc 74404 017A) QA7 OA7 1 U I HLJ i •r•ro ILi l u i Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2012-May-15 09:13:19 y.+wrightSOW Right -Suite® Universal 2012 12.0.04 RSU05864 Page 2 AM, E:1Wrightsoft HVAC1Wynne Corp162' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N -P wrightsoft` Right-J® Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN 1 Room name Entire House FOYER 2 Exposed wall 150.7 ft 6.0 ft 3 Room height 8.7 ft p 8.0 ft heat/cool 4 Room dimensions 6.0 x 10.0 ft 5 Room area 1444.5 ft' 60.0 ft' Ty Construction U-value Or HTM Area (ft� Load Area (ft� Load number (Btuh/ft2 °F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 \WWN 12C-Osw 0.091 n 2.55 2,18 315 246 627 537 0 0 0 0 1A-r1omd 1.270 n 35.56 26.39 39 0 1387 1029 0 0 0 0 2A-2ob 0.630 n 17.64 22.24 16 0 265 334 0 0 0 0 2A-2om 0.840 n 23.52 25.39 15 0 353 381, 0 0 0 0 11 12C-0sw 0.091 a 2.55 2.18 490 450 1146 983 0 0 0 0 2A-2om 0.840 a 23.52 68.19 40 3 931 2699 0 0 0 0 12C-0sw 0.091 s 2.55 2.18 124 83 211 181 48 27 69 59 2A-2om 0.840 s 23.52 25.39 20 20 470 508 0 0 0 0 11J0 0.600 s 16.80 17.40 21 21' 353 355 21 21 353 365 W 12C-Osw 0.091 sw 2.55 2.18 34 34 86 74 0 0 0 0 W 12C-0sw 0.091 w 2.55 2.18 282 276 702 602 0 0 0 0 L--G 2A-2om 0.840 w 23.52 66.18 6 1 141 397 0 .0 0 0 W 13A-5ocs 0.125 w 3.50 2.22 64 64 224 142 0 0 0 0 P 12B-Obw 0.097 2.72 0.85 204 204 554 174 80 80 217 68 C 16B-30ad 0,032 ; 0.90 1.68 1389 1389 1244 2333 60 60 54 101 C 16C-19al 0.049 1.37 2.08 56 56 77 117 0 0 0 0 F 22A-tph 1.358 38.02 0.00 1445 151 5729 0 60 6 228 0 6 c) AED excursion 423 -35 Envelope loss/gain 14501 11279 921 558 12 a) Infiltration 2898 794 •106 29 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 2 460 0 0 Appliances/other 3600 0 Subtotal (lines 6 to 13) 17399 161331 11027 588 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 17399 16133 1027 588 15 Duct loads 17% 23% 3009 3659 11% 15% 117 87 Total room load 20408 19792 1144 1 674 Air required (cfm) 1 9471 947 1 531 32 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri F�tsoft" 2012-May-15 09:13:19 9 Right -Suite® Universal 2012 12.0.04 RSU05864 Page 1 ACC` E:\Wrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N wrightsoft• Right-J® Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-87B-2799 Fax. 772-785-9144 Web: comfortcontrolofslc.com Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN 1 Room name GIRT RM/DINING LAUNDRY 2 Exposed wall 45.0 ft 6.5 ft 3 Room height 9.8 ft heaticool 8.0 ft heat/cool 4 Room dimensions 1.0 x 482.5 ft 7.0 x 6.5 ft 5 Room area 482.5 ft' 45.5 ft' Ty Construction U-value Or HTM Area (ftj Load Area (ft� Load number (Btuh/ft' °F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 0.091 n 2.55 2.18 196 157 400 343 0 0 0 0 1A-riomd 1.270 n 35.56 26.39 39 0 1387 1029 0 0 0 0 N12C-Osw 2A-2ob 0.630 n 17.64 22.24 0 0 0 0 0 0 0 0 2A-2om 0.840 n 23.52 25.39 0 0 0 0 0 0 0 0 11 W, 12C-0sw 0.091 a 2.55 2.18 245 205 523 449 0 0 0 0 lG 2A-20m 0.840 a 23.52 68.19 40 3 931 2699 0 0 0 0 - 12C-0sw 0.091 s 2.55 2.18 0 0 0 0 0 0 0 0 2A-20m 0.840 s 23.52. 25.39 0 0 -0 0 0 0 0 0 D 11J0 0.600 s 16.80 17.40 0 0 0 0 0 0 0 0 12C-Osw 0.091 sw 2.55 2.18 0 0 0 0 0 0 0 0 W W 12C-Osw 0.091 w 2.55 2. % 0 0 0 0 52 52 132 114 I--G 2A-2om 0.840 w 23.52 66.18 0 0 0 0 0 0 0 0 W 13A-5ocs 0.125 w 3.50 2.22 0 0 0 0 0 0 0 0 P 12B-Obw 0.097 2.72 0.85 0 0 0 0 56 56 152 48 C 1613-30ad 0.032 - 0.90 1.68 483 483 432 811 46 46 41 76 C 16C-19al 0.049 1.37 2.08 0 0 0 0 0 0 0 0 F 22A-tph 1,358 38.02 0.00 483 45 1711 0 46 7 247 0 6 c) AED excursion 288 -83 Envelope loss/gain 5385 5619 573 155 12 a) Infiltration 977 268 115 32 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 2 460 0 0 Appliances/other 01 1 1200 Subtotal (lines 6 to 13) 6362 6346 688 1387 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 6362 6346 688 1387 15 Duct loads 11% 16% 725 935 22% 34%1 151 472 Total room load 7087 7281 1 639 1859 Air required (cfm) 329 348 39 89 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. F7tsoft" 2012-May-15 09:13:19 a . Wri 9 Right -Suite® Universal 2012 12.0.04 RSU05864 Page 2 �` E:\Wrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N - wrightsoft• Right-JO Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN 1' Room name KITCHEN MS BATH 2 Exposed wall 0 ft 7.5 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 1.0 x 154.0 ft 7.0 x 7.5 ft 5 Room area 154.0 ft2 52.5 ft= Ty Construction U-value Or HTM Area (ftj Load Area (ft� Load number (Btuh/ft? °F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 1N 12C-Osw 0.091 n 2.55 2.18 0 0 0 0 0 0 0 0 0 �G 1A-r1omd 1.270 n 35.56 26.39 0 0 0 0 0 0 0 It_�C 2A-2ob 0.630 n 17.64 22.24' 0 0 0 0 0 0 0 0 2A-2om 0.840 n 23.52 25.39 0 0 0 0 0 0 0 0 11 W 12C-Osw 0.091 a 2.55 2.18 0 0 0 0 0 0 0 0 L-G 2A-2am 0.840 a 23.52 68.19 0 0 0 0 0 0 0 0 12C-0sw 0.091 s 2.55 2.18 0 0 0 0 0 0 0 0 2A-2om 0.840 s 23.52 25.39 0 0 0 0 0 0 0 0 11.10 0.600 s 16.80 17.40 0 0 0 0 0 0 0 0 W 12C-0sw 0.091 sw 2.55 2.18 0 0 0 0 0 0 0 0 W 12C-Osw 0.091 w 2.55 2.18 0 0 0 0 60 54 138 118 2A-2om 0.840 w 23.52 66.18 0 0 0. 0 6 1 141. 397 W 13A-5ocs 0.125 w 3.50 2.22 0 0 0 0 0 0 0 0 P 1213-0bw 0.097 2.72 0.85 68 68 185 58 0 0 0 0 C 1613-30ad 0.032 0.90 1.68 154 154 138 259 53 53 47 88 C 16C-19al 0.049 1.37 2.08 0 0 0 0 0 0 0 0 F 22A-tph 1.358 38.02 0.00 154 0 0 0 53 8 285 0 6 c) AED excursion -153 215 Envelope loss/gain 323 164 611 818 12 a) Infiltration 0 0 133 36 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 2400 0 Subtotal (lines 6 to 13) 323 2564 744 855 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 323 2564 744 855 15 Duct loads 11% 15% 37 378 22% 34% 164 291 Total room load 359 2942 907 1146 Air required (cfm) 17 141 42 55 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri F,ttsoft" 2012-May-15 09:13:19 sl_� 9 Right -Suite® Universal 2012 12.0.04 RSU05864 Page 3 ACC` EAWrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON 11 .rrp Calc = MJ8 Front Door faces: N -�- wrightsoft° Right-J® Worksheet Job: Enure House Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax: 772-785-9144 Web: comfortcontrolofslc.com 1 Room name MS CLOSET MS BDRM 2 Exposed wall 0 ft 42.0 ft 3 Room height 8.0 ft heat/cool 8.5 ft heat/cool 4 Room dimensions 7.0 x 10.0 ft 14.0 x 19.0 ft 5 Room area 70.0 ft2 266.0 ft' Ty Construction U-value Or HTM Area (ft) Load Area (ft) Load number (Btuh/ft? °F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 0.091 n 2.55 2.18 0 0 0 0 119 89 227 194 1A-rlcmd 1.270 n 35.56 26.39 0 0 0 0 0 0 0 0 N12C-Osw 2A-2ob 0.630 n 17.64 22.24 0 0 0 0 15 0 265 334 2A-2om 0.840 n 23.52 25.39 0 0 0 0 15 0 353 381 11 W. 12C-Osw 0.091 a 2.55 2.18 0 0 0 0 77 77 195 167 -- � ---G 2A-2om 0.840 a 23.52 68.19 0 0 0 0 0 0 0 0 12C-Osw 0.091 s 2.55 2.18 0 0 0 0 0 0 0 0 2A-2om 0.840 s 23.52 25.39 0 0 0 0 0 0 0 0 D ilio 0.600 s 16.80 17.40 0 0 0 0 0 0 0 0 12C-Osw 0.091 sw 2.55 2.18 0 0 0 0 0 0 0 0 W W 12C-Osw 0.091 w 2.55 2.18 0 0 0 0 162 162 412 353 L_G 2A-2om 0.B40 w 23.52 66.18 0 0 0 0 0 0 0 0 W 13A-5ocs 0.125 w 3.50 2.22 0 0 0 0 0 0 0 0 P 12B-Obw 0.097 2.72 0.85 0 0' 0 0 0 0 0 0 C 166-30ad 0.032 0.90 1.68 70 70 63 118 266 266 238 447 C 16C-19a1 0.049 1.37 2.08 0 0 0. 0 0 0 0 0 F 22A-tph 1.358 38.02 0.00 70 0 0 0 266 42 1597 0 6 c) AED excursion -7 139 Envelope loss/gain 63 111 3286 2014 12 a) Infiltration 0 0 791 217 b) Room ventilation 0 01 01 0 13 Intemal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 63 111 4077 2231 Less external load 0 0 0 0 Less transfer 0 0 0 0 0 0 Redistribution 0 63 0 111 4077 2231 14 15 Subtotal Duct loads 22% 34% 14 38 22% 34% 8961 760 Total room load 1 77 149 4973 2990 Air required (cfm) 41 7 231 143 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. htsoft' 2012-May-15 09:g4 wri 9 Right -Suite® Universal 2012 12.0.04 RSU05864 Page 4 Ar-C#1 E:\Wrightsoft HVAC\Wynne Corp\62' WYNNE GRAND CARLTON II .rrp Calc = MJ8 Front Door faces: N - wrightsoft° Right-J® Worksheet Job: Entire House Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax. 772-785-9144 Web: comfortcontrolofslc.com 1 2 3 4 Room name Exposed wall Room height Room dimensions HALL 0 ft 8.0 ft heat/cool 3.5 x 5.0 ft BATH 5.0 ft 8.0 ft heat/cool 9.0 x 5.0 ft 5 Room area 17.5 ft' 45.0 ft' Ty Construction number U-value (Btuh/ftl�- °F) Or HTM (Btuh/ft� Area (ft� or perimeter (ft) Load (Btuh) Area (ft� or perimeter (ft) Load (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 12C-Osw 1A-rlomd 2A-2ob 2A-2om 12C-Osw 2A-2om 12C-Osw 2A-2om 11.10 12C-Osw 12C-Osw 2A-2om 13A-5ocs 0.091 1.270 0.630 0.840 0.091 0.840 0.091 0.840 0.600 0.091 0.091 0.840 0.125 n n n n a a s s s sw w w w 255 35.56 17.64 23.52. 2.55 23.52 2.55 23.52 16:80 2.55 2.55 23.52 3.50 2.18 26.39 22.24 25.39 2.18 68.19 2.18 25.39 17.40 2.18 2.18 66.18 2.22 0 0 0 0 0 0 0. 0 • 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ,0 0 0 0 0 0 01 0 0 0 0 0 0, 0 0 0 0 0 0 0 0 0 0 40 0 0 0 0 0 0 0 0 0 0 0 0 40 0 0 0• 0 0 0 0 0 0 0 0 0 102 0 0 0 0 0 0 0 0 0 0 0 0 87 0 0 0 0 0 0 0 0 N WI L-G W WI L-G W P 12B-Obw 0.097 2.72 0.85 0 0 0' 0 0 0 0 0 C 168-30ad 0.032 0.90 1.68 18 18 16 29 45 45 40 76 C 16C-19al 0.049 1.37 2.08 0 0 0 0 0 0 0 0 F 22A-tph 1.358 38.02 0.00 18 0 0 0 45 5 190 0 6 c) AED excursion -2 -11 Envelope loss/gain 16 28 332 152 12 a) Infiltration 0 0 89 24 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 16 28 421 177 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 15 Subtotal Duct loads 22% 34% 16 3 28 9 22% 34% 421 93 177 60 Total room load 19 37 514 237 Air required (cfm) 1 2 24 11 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. f7tsotrt' 2012-May-15 09:13:19 wri 9 Right -Suite® Universal 2012 12.0.04 RSU05864 Page 5 ACz5A E:\Wrightsoft HVAC\Wynne Corp162' WYNNE GRAND. CARLTON 11 .rrp Calc = MJ8 Front Door faces: N +� wrightsoft Right-J® Worksheet Entire House COMFORT CONTROL OF SLC, INC. 1501 SE BILTMORE ST., PORT ST. LUCIE, FL 34983 Phone: 772-878-2799 Fax 772-785-9144 Web: comfortcontrolofslc.com Job: Date: MAY 15, 2012 By: PATRICIA ZIMMERMAN 1 Room name BDRM 2 MASTER LAV 2 Exposed wall 30.7 ft 8.0 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 1.0 x 195.5 ft 7.0 x 8.0 ft 5 Room area 195.5 ft2 56.0 ft' Ty Construction U-value Or HTM Area (ft� Load Area (ft� Load number (Btuh/ft= °F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12C-Osw 0.091 n 2.55 2.18 0 0 0 0 0 0. 0 0 IA-rlomd 1.270 n 35.56 26,39 0 0 0 0 0 0 0 0 2A-2ob 0.630 n 17.64 22.24 0 0 0 0 0 0 0 0 2A-2om 0.840 n 23.52 25.39 0 0 0 0 0 0 0 0 11 W 12C-0sw 0.091 a 2.55 2.18 128 128 326 280 0 0 0 0 �G 2A-20m 0.840 a 23.52 68.19 0 0 0 0 0 0 0 0 12C-Osw 0.091 s 2.55 2.18 76 56 143 122 0 0 0 0 2A-2om 0.840 s 23.52 25.39 20 20 470 608 0 0. 0 0 11J0 0.600 s 16.80 17.40 0 0 0 0 0' 0 0 0 W 12C-Osw 0.091 sw 2.55 2.18 34 34 86 74 0 0 0 0 W 12C-Osw 0.091 w 2.55 2.18 8 8 20 17 0 0 0 0 L-G 2A-2om 0.840 w 23.52 66.18 0 0 0, 01 0 0 0 0 W 13A-5ocs 0.125 w 3.50 2.22 0 0 0 0 64 64 224 142 P 12B-Obw 0.097 2.72 0.85 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.90 1.68 196 196 175 328 0 0 0 0 C 16C-19al 0.049 1.37 2.08 0 0 0 0, 56 56 77 117 F 22A-tph 1.358 38.02 0.00 196 31 1166 0 56 8 304 0 6 c) AED excursion 88 -17 Envelope loss/gain 2387 1417 605 242 12 a) Infiltration 545 149 142 39 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 2932 1567 747 281 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2932 1567 747 281 15 Duct loads 22% 34% 645 533 22% 34% 164 96 Total room load 3577 2100 1 1 911 377 Air required (cfm) 166 100 42 18 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2012-May-15 0 -11`�- wrightsoft- Right -Suite® Universal 2012 12.0.04 RSU05864 Page 6 �� E:1Wrightsoft HVAC1Wynne Corp162' WYNNE GRAND CARLTON 11 .rrp Cale = MJ8 Front Door faces: N Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 These truss designs rely on lumber values established by others. RE: M11323 - 62' Grand Carlton III with porch Site Information: Customer Info: WYNNNE DEVELOPEMENT CORP Project Name: Lot/Block: Subdivision: Address: N/A City: PORT ST LUCIE State: FL MiTek USA, Inc. 6904 Parke 3East �Blvd. 62' GRAND CA4rT6N III WIfHSPORCH Model: Ml l: Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2010/TP12007 Design Program: MiTek 20/20 7.3 Wind Code: N/A Wind Speed: 165 mph Floor Load: N/A psf Roof Load: 37.0 psf This package includes 13 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. I Seal# JTruss Name Date 1 IT4386201 JA5 5/14/012 2 IT4386202 IA6 5/14/012 3 I T4386203 I A7 1 5/14/012 1 4 IT4386204 IA8 5/14/012 5 IT4386205 IA9 5/14/012 6 T4386206 A 5/14/012 7 IT4386207 I GRA 5/14/012 �8 IT4386208 I GRB 1 5/14/012 1 19 IT4386209 1J2 1 5/14/012 1 110 I T4386210 I J4 1 5/14/012 1 11 IT4386211 1,16 5/14/012 12 IT4386212 JJ8 5/14/012 13 IT4386213 IKJ8 5/14/012 The truss drawing(s) referenced above have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Chambers Truss. Truss Design Engineer's Name: Albani, Thomas My license renewal date for the state of Florida is February 28, 2013. NOTE: The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI-1 Sec. 2. A If i .`�•��GENS4�.,q r • .w 0:• STATE OF • .4(1 00 A- 4, OR N -#SS,/O N AL'; �;:. 1'4rrn11110%� FL Cert. 6634 May 14,2012 Albani, Thomas 1 of 1 Type Run: 7.340 s 3-4-8 4.00 12 5x8 = 13 12 3x6 2.00 12 7x12 = 2x3 II i 10-6-4 20A-8 i 26-0-0 i 34-0-0 r �n c • o �n I F _a 7_Q_n LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC2010/TP12007 CSI TC 0.85 BC 0.95 WB 0.59 (Matrix) LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x6 SYP No.2 *Except* 10-13: 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* 6-14: 2x4 SP M 30 REACTIONS (lb/size) 2=112510-8-0 (min. 0-1-8), 10=1125/0-8-0 (min. 0-1-9) Max Horz 2=166(LC 7) Max Uplift 2=-816(LC 8), 10=-816(LC 8) Max Grav 2=1305(LC 2). 10=1305(LC 2) DEFL in (loc) I/deft Ud Vert(LL) 0.70 14 >569 360 Vert(TL) -1.19 13-14 >336 240 Horz(TL) 0.39 10 n/a n/a Scale = 1:59.7 PLATES GRIP MT20 244/190 Weight: 171 lb FT = 0% BRACING TOP CHORD Structural woad sheathing directly applied or 1-7-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 6-14 MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide, FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=5498/3134, 3-4=-5106/2822, 4-5=-5058/2829, 5-6=-5133/2933, 6-7=2336/1492, 7-8=2310/1411,8-9=-2368/1397,9-10=-3053/1724 BOT CHORD 2-14=2890/5212, 13-14=978/2035, 12-13=1519/2823, 10-12=-1519/2823 WEBS 3-14=-350/372, 5-14=259/273, 6-14=1785/3313, 6-13=254/513, 9-13= 711/465, 9-12=01284 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 816 lb uplift at joint 2 and 816 lb uplift at joint 10. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard i 71' l .0 • SATE ' ice•'. •40 ��i SSA • • •... •��.,`,� FL Cert. 663.4 May 14,2012 ® WARNDPG - Verffq design pwwnew- and READ NOTES ON THIS AND INCLUDED MTEKREFERENCE PAGE hYU-7473 BEFORE USR Design valid for use only with Mfrek connectors. This design Is based only upon parameters shown, and Is for an individual building component. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer- not truss designer. Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity, of the MiTek' erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSVfPII QuaOty 01teria, DSB•89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610.4115 If Southern Pine j SP or SP lumber is specified, the design values are those effective 0610112012 by ALSC or proposed by SPIB. Truss Truss Type Oty Ply 62' Grand Carlton III with porch �ob 11323 A6 SPECIAL 1 i 'o Chambers Truss Inc., Fort Pierce FI. 34982 Run: 7.340 s Feb 24 2012 Pnnb t.;sw a I I Aprz3 2uiz MeK Inausines, ma 12 Mon May 14 09:04:w 2urage i ID:2GIScwwyY5hnGhXVARzUkuyuFUM-iwY7grl6_KyOgB4imMBPusHgDMO93McM LhB9pvzGdvu 1 8-11-11 16-M 18-0-0 a " 25-11-15 34-M 8 5-0 -0-0 8-11-11 7-0-5 2-0-0 2-4-5-7-7 8-0-1 -0-0 4.00 12 2.00 12 LOADING (psf) SPACING 2-0-0 TCLL 20.0 Plates Increase 1.25 TCDL 7.0 Lumber Increase 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2010rrP12007 LUMBER TOP CHORD 2x4 SP M 30 BOT CHORD 2x6 SYP No.2 *Except* 9-12: 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* 5-14: 2x4 SP M 30 OTHERS 2x4 SP No.3 4x8 % 4x5 7x8 = 2x3 11 Scale=1:61.7 CSI DEFL in (loc) Udefi Idd PLATES GRIP TC 0.96 Vert(LL) 0.66 14 >604 360 MT20 244/190 BC 0.98 Vert(TL) -1.08 14 >371 240 WB 0.79 Horz(TL) 0.38 9 n/a n/a (Matrix) Weight: 174lb FT=0% BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=112510-8-0 (min. 0-1-8), 9=112510-8-0 (min. 0-1-9) Max Horz 2=157(LC 7) Max Uplift 2=-816(LC 8), 9=816(LC 8) Max Grav 2=1305(LC 2), 9=1305(LC 2) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=5444/3094, 3-4=-5296/3097, 4-5=5035/2828, 5-6=-2271/1421, 6-7=2292/1373, 7-8=2300/1351, 8-9=-3064/1740 BOT CHORD 2-14=2847/5159, 13-14=1107/2312, 12-13=1039/2147, 11-12=-1536/2836, 9-11=-1536/2836 WEBS 4-14=-465/493, 5-14=-157012920,5-13=373/161, 6-13=-1 88/550, 8-12=-822/564, 8-11=0/309 NOTES I)'Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 816 lb uplift at joint 2 and 816 lb uplift at joint 9. 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard FL Cert. 6634 May 14,2012 ® WARNING - Verify design par+ametem and READ NOTES QNTHIS AW INCLUDED bIITE WERENCE PAGE M I-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of desigrnparometers and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction 4 the responsibillity, of the MiTek• erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. la" Inlormalfan available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 If Southern Pine SP or SP lumber is specified, the design values are those effective 66161112042 by ALSO or proposed by SPIB. Job Truss Truss Type Qty Ply 62' Grand Carlton III with porch M11323 A7 SPECIAL 1 1 Chambers Truss Inc., Fort Pierce H. 3496Z ran: r.d4u is reD [9 Linz rnns: r.a s ^pr— cu is mi i - mvusmes, ma mar r y iY va.a.r. w <v,c r 9c 1 ID: WSJgpGwalPpeur6hk9UjG5yuFU L-iwY7grl6_KyOgB4imMBPusHijMOW3JFMLhB9pvzGdvu 1-0 8-10-10 14-0-0 20-0 0 25-11-15 34-M 5-0 MO 8-10-10 5-1.6 6-0-0 5-11-15 8-0-1 -0-0 �1 d 5x6 % 5x6 = 1777wM 7x12 = 24 II 2.00 12 Scale=1:60.7 Plate Offsets (X Y): r2:0-8-0 0-1-41 i7.0-3A4 0-1-81 110:0-6-0 0-2-81 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.87 Vert(LL) 0.61 11 >651 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.96 Vert(TL) -1.06 10-11 >376 240 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(TL) 0.37 7 n/a n/a BCDL 10.0 Code FBC2010/rP12007 (Matrix) Weight: 164 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. BOT CHORD 2x6 SYP No.2 `Except` BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 7-10: 2x4 SP M 30 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 *Except* be installed during truss erection, in accordance with Stabilizer 4-11: 2x4 SP M 30 Installation guide. REACTIONS (lb/size) 2=1125/0-8-0 (min. 0-1-8), 7=1125/0-8-0 (min. 0-1-9) Max Horz 2=137(LC 7) Max Uplift 2=-816(LC 8), 7=-816(LC 8) Max Grav 2=1305(LC 2), 7=1305(LC 2) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=5469/3080, 34=5088/2831, 4-5=2133/1355, 5-6=2343/1400, 6-7=3033/1714 BOT CHORD 2-11=-2831/5183, 10-11=1412/2782, 9-10=-1507/2803, 7-9=-1507/2803 WEBS 3-11=396/432, 4-11=-1367/2696, 4-10=813/405, 5-1 0=1 72/456, 6-10=-727/480, 6-9=0/293 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) .Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 2 considers parallel to grain value using ANS11TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 816 lb uplift at joint 2 and 816 lb uplift at joint 7. 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard FL Cert. 6634 May 14,2012 ®WARNING • Verify design parameters and RM IV07ES ON77118 AND INCLUDED JUTEKREFERENCE PAGE 11HP7473 BEFORE USE Design valid for use only with Mlrek connectors. This design Is based only upon parameters shown, and Is for an Individual building component.p Applicability of design parameters and proper incorporation of component Is responsibility of building designer- not truss designer. Bracing shown HV Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibillity of the MiTek• erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSVTPII Quality CrBerlo, DS®•89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 7B1 11 Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610-4115 It Soutbem Dina SP or SP lumber is s c fied,the desl a vatuesare those effective O3f0112012 by ALSC or proposed by SPIB. Job Truss Truss Type Qty Ply 62' Grand Carlton III with porch M11323 Ali SPECIAL 1 1 e e Chambers Truss Inc., Fort Pierce FI.34982 Run: 7.340 s Feb 24 2012 Print: 7.350 s Apr 23 2012 MiTek Industries, Inc. Mon May 14 09:54:14 2o12 Pagel ID: WSJgpGwalPpeur6hk9UjG5yuFU L-A66WtBmkle5FlLfuK3ieQ3quDmkgogZWalxiLLzGdvt 1-0 8-8-412-0-0 15 8-0 20�3-8 22-0-0 24 8-12 34-0-0 5-0 -0-0 B-8-4 3 3-12 3.8-4 4-8-4 1-7-8 2-8-12 9-3-0 -0-0 Scale=1:60.7 5x6 = 4.00 12 3x4 = 2x3 II 5x10 14 5 6 15 7 9.1 N A 01 1 d 7x12 = 3x4 = 2.00 12 10.6-4 i 20-4-8 22-0-0 34-0-0 i 10-6-4 9-10.4 1-7�e 12-M Plate Offsets KY): 12:0-8-0 0-1-41 F7:0-5-0 0-2-01 f9:0-3-14 0-1-81 f12:0-6-0 0-2-81 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.82 Vert(LL) 0.60 13 >667 360 MT20 2441190 TCDL 7.0 Lumber Increase 1.25 BC 0.96 Vert(TL) -1.19 9-11 >336 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.74 Horz(TL) 0.35 9 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight: 171 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 2-2-0 cc purlins. BOT CHORD 2x6 SYP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 9-12: 2x4 SP M 31 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1125/0-8-0 (min. 0-1-8), 9=1125/0-8-0 (min. 0-1-8) Max Horz 2=117(LC 7) Max Uplift 2=816(LC 8), 9=816(LC 8) Max Grav 2=1305(LC 2). 9=1305(LC 2) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=5482/3092, 3-4=5091/2819, 4-14=-3839/2180, 5-14=-3839/2180, 5-6=-2457/1512, 6-15=-2457/1512, 7-15=-2457/1512, 7-8=2547/1492, 8-9=2889/1682 BOT CHORD 2-13=2844/5195, 12-13=-1697/3196, 11-12=1153/2374, 9-11=-1467/2678 WEBS 3-13=-387/422,4-13=-938/1752, 5-13=-279/820, 5-12=-913/539, 6-12=-252/222, 7-12=297/322, 7-11=276/705, 8-11=-482/465 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS Lumber DOL=1.60 DOL=1.60 ,`,�11111 1 11I1�f ,�� R PS A- 4e (directional); plate grip 3) Provide adequate drainage to prevent water ponding. �� O�v` .......... . %XX .•�� G E Af $ N, 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �% A\ Z 39380 will fit between the bottom chord and any other members. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 816 lb uplift at joint 2 and 816 lb uplift at joint 9. ' _ Mcc z ATE 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard �'it 11 N AI0 FL Cert. 663.4 May 1, 112 ® wARffm - Vero design parameEers and READ NOTES ON77IIS AND INCLUDED i17I7EKREFERENCE PAGE MII.7473 BEFORE USE. �� Design valid for use any with MiTek connectors. This design 4 based only upon parameters shown, and is for an individual building component. �^ Applicability of design parameters and proper incorporation of component u responsibility of building designer- not truss designer. Bracing shown h for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the MiTek• erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSVTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Iatoy Information ovoiIabie from Truss Plate Institute, 761 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 {t Sauthem Pine SP Dr SP lumber is specifieJ the design values are those effective 061010812 by ALSC or proposed by SPIB. Job Truss Truss Type Ply Carton III with porch M11323 A9 HIP �Qty 1 1 162'Grand e Chambers Truss Inc., Fort Pierce FI. 34982 Hun: v.34u s Feb z4 zuu Print. 7.350 s Apr za zu iz mi i ek mausmes, mu, mun may i4 vo:u»: v+w iz rage r ID:_etC1 cxC3ixW7hulsTypJyuFUK-A66MBmkle5FlLfuK3ieQ3g13mg2onKWaLxiLLzGdvt 1-0- 6-7-15 10-0-0 15-2-14 20-4-0 24-0-0 27-4-1 34-M 5-0 -0-0 6 7-15 3._714-1 5-2-14 5-1-2 3 8-0 34-1 6-7-15 1-0-0 4.00 12 4x4 3x4 2x3 II 5x10 = 4 16 5 6 17 7 Scale=1:58.7 tt s3 0 1ch d 3x4 = 15 14 1a 12 11 3x4 = 3x8 = 3x6 = 6x8 = 3x8 = 3x4 = Plate Offsets KY): i7:0-5-0 0-2-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.25 Vert(LL) -0.21 9-11 >748 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.56 Vert(TL) -0.55 9-11 >291 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.95 Horz(TL) 0.02 13 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight: 156 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=575/0-8-0 (min. 0-1-8), 9=300/0-8-0 (min. 0-1-8), 13=1376/0-6-0 (min. 0-1-14) Max Horz 2=97(LC 7) Max Uplift 2=-452(LC 8), 9=-270(LC 8), 13=910(LC 8) Max Grav 2=692(LC 19), 9=390(LC 20), 13=1592(LC 2) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1216/687, 3-4=882/468, 4-16=801/463, 5-16=-801/463, 5-6=-378/797, 6-17=-378/797, 7-17=-378/797,7-8=89/270,879=-312/169 BOT CHORD 2-15=551/1110, 14-15=31/300, 13-14=31/300, 12-13=-244/271, 11-12=244/271, 9-11=-139/260 WEBS 3-15=379/356, 5-15=256/643, 5-13=1191/752, 6-13=263/230, 7-11=158/383. 8-11=-424/384, 7-13=818/443 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf-, BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 452 lb uplift at joint 2, 270 lb uplift at joint 9 and 910 lb uplift at joint 13. 7). "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard FL Cert. 6634 May 14,2012 ® WARNING • Ves-(/g design ptuxundem and READ NOTES OAF THIS Atli!] INCLUDED 119TEKREPEREAMB PAGE MI.7473 BEFORE USE. R Design valid for use only with Mlrek connectors. This design is based only upon parameters shown, and Is for an individual building component.q' Applicability of design parameters and proper Incorporation of component Is responsibility of building designer- not truss designer. Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the MiTek• erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSVTP11 Quality CrIterla, DSO-89 and SCSI Building Component 6904 Parke East Bid. Safely Informa8on available from Truss Plate Institute, 781 N. Lee Sheet, Suite 312, Alexandro, VA 22314. Tampa, FL 33610-0115 If Southern pine SP ar SPp lumber Is s ecified, thedesign vsiues are those effective 0610112012 by ALSO or proposed by SPIB. Job Truss Truss Type Qty Ply M11323 A COMMON 9 1 �62'GrandCarltonlllwithporch e ce Chambers Truss Inc., Fort Pierce FI.34982 Run: 73.340 s 4 Feb 24 2012 Print: 7.350 s Apr 23 2012 MiTek Industries, Inc. Mon May 14 09:54:12 2012 Page 1 ID:a3B4PavKnnZweXyJckSFBgyuFUN-Ek_ISVkUDOgX21WCfgALelfuy9iKzgD71SbGTzGdvv 1-0 6-7-13 12�-13 17-0-0 21-7-3 27-4-3 34-0-0 5-0 MO 6-7-13 5-9-0 4-753 4-7 3 5-9-0 6-7-13 -0-0 4.00 12 44 = 19 Scale = 1:57.8 3)(6 17 '- 15 -- - 14- _ 12 3x6 2x3 II 4x8 3x8 = 3x8 = 4x6 2x3 II i 6-7-13 12-4-13 i 21-7-3 27-0-3 34-M i 6-7-13 5-9-0 9-2-7 5-9-0 6-7-13 Plate Offsets KY): r2.0-3-14 0-1-81 f10:0-3-14 0-1-81 LOADING (psf) SPACING 2-0-0 CSI DEFL in (too) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.36 Vert(LL) 0.30 14-15 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.55 Vert(TL) -0.73 14-15 >546 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.58 Horz(TL) 0.15 10 n/a n/a BCDL 10.0 Code FBC20101TPI2007 (Matrix) Weight: 163 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 3-8-2 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 5-8-15 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1210/0-8-0 (min. 0.1-10), 10=1210/0-8-0 (min. 0-1-10) Max Horz 2=166(LC 6) Max Uplift 2=-844(LC 8), 10=-844(LC 8) Max Grav 2=1355(LC 2), 10=1355(LC 2) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3245/1839, 3-4=-2656/1547, 4-5=2606/1555, 5-18=-2655/1658, 6-18=-2595/1654, 6-19=2595/1654, 7-19=2655/1658, 7-8=2606/1555, 8-9=2656/1547, 9-10=3245/1839 BOT CHORD 2-17=-1635/3008, 16-17=1635/3008, 15-16=1635/3008, 15-20=-928/1921, 20-21=-928/1921, 14-21=928/1921, 13-14=-1635/3008, 12-13=-1635/3008, 10-12=1635/3008 WEBS 6-14=523/891, 7-14=313/304, 9-14=-600/407, 6-15=523/891, 5-15=313/304, 3-15=-599/407 NOTES 1) Unbalanced roof live loads have been considered for this design. N%-n p;S A. ,q�n♦j ``� • • •' ♦I♦ 2) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; 1 �. v �� � •' G E iV,9 -i. q DOL=1.60 DOL=1.60 •• �'� Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber plate grip ���� ; w ,__�-•r�� 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ••� 3938 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide * ) will fit between the bottom chord and any other members, with BCDL = IO.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 844 lb uplift at joint 2 and 844 lb uplift at joint 10. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. •� AT E t `"` • 4U 7). Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 50 lb down and 29 lb up at Q �(/ device(s) is the ♦j♦T[•� �� Q' ..� 15-0.0, and 50 lb down and 29 lb up at 19 0.0 on top chord. The design/selection of such connection responsibility R Q • ♦♦♦` O of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). ss • \ �`, LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=44, 6-11= 44, 2-20=-20, 20-21=50, 10-21=20 FL Cert. 6634 May 14,2112 _�'WARW = design parameters and READ N07FS ON MS AND INCLUDED M7Eff REFERENCE PAGE 111R•7473 BEFORE USE, Design valid for use only with Mlfek connectors. This design Is based only upon parameters shown, and is for an individual building component. �• Applicability of design parameters and proper Incorporation of component is responsibility of bullding designer- not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responslblllity, of the MiTek• erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSVTPII Quality Criteria, DSB-89 and BCSI Building Component 69% Parke East Blvd. lately Information available from Truss Plate Institute, 781 N. Lee Street, Sufte 312, Alexandria, VA 22314. Tampa, FL 33610.4115 11 Southern Pine SP or SP lumber rs s ecffied, the design values are those effective 06/0112012 by ALSC or proposed by SPIB. Job Truss Truss Type Qty Ply 62' Grand Carlton III with porch M11323 A COMMON 9 1 C Chambers I N5s Inc., hOrt Pierce m. 64ytlZ LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 18=-43(F) 19=-43(F) nun:ta-1.."1-1 nmr: rauu snPrca cu,c nu,cn muuauioa, u,u. ,, ID:a3B4PavKnnZweXyJckSFBgyuFUN-Ek ISVkUDOgX21WCfgALeifuy9iKzgD71SbGTzGdvv ,.4vi ' f PS A q .�. 938 ;Fcc;: AT E C? , FL Cert. 663.4 May 14,2012 AWARAMG • Verify design pati amd.= and READ NOTES ON7WS AND INCLUDEDWMCREFMWXE PAGE MI.7473 BEFORE USE Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component. Applicability of design parameters and proper Incorporation of component is responsibility of binding designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the '�e�• erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding M fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality CtBerfa, DSB-69 and SCSI Building Component 69% Parke East Blvd. SafotyInformation available from Truss Plate Instttute, 761 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610.4115 If Sautherll Pme SP or SP lumber is s ecifie11 the desl 1 values are those effective 05/0112012 by ALSC or proposed by SPIB. Job Truss Truss Type Oty Ply Carlton III with porch M11323 GRA HIP 1 1 162'Grand Chambers Truss Inc., Fort Pierce FI. 34982 Run: 7.340 s FeD 24 2012 Pnnt: 7.3b0 s Aprz3 z01z mi IeK Inaustnes, mc. noon may 14 ua:o4:i6 zuiZ rage i ID: etClcxC3ixW?huts?ypJyuFUK-eJgu5XnMWxD5vVE4unDtzHMODABUXJXfp?gFtozGdvs 1-0 8-0-0 11-1-1 17-0-0 18E-0 22-2-2 26-0-0 34-0-0 5- -0-0 8-0-0 3-1-1 5-10-15 1-0-0 3-8-2 3-9-14 8-0-0 -0-0 4.00 12 ) Top chord must be braced by end jacks, Scale=1:60.7 roof diaphragm, or properly connected 4x4 — purlins as shown. 11 14 9 7x10 - 6 0 17 6x10 4 4x6 19 3 13 54 21 10 N 22 23 N N IA 29 28 d 25 27 26 24 4x4 = 34 I I 3x6 = 6x8 = 3x6 — 6x8 = 6x8 = i 8-r1-0 i 11-1-1 i 18-M 26-0-0 i 34-0-0 i R-O-n 3_1-1 7-4-15 LOADING (psf) SPACING 2-0-0 TCLL 20.0 Plates Increase 1.25 TCDL 7.0 Lumber Increase 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC201OrrP12007 CSI DEFL in (loc) I/defl ud TC 0.99 Vert(LL) 0.13 22-24 >999 360 BC 0.48 Vert(TL) -0.26 2-29 >489 240 WB 0.63 Horz(TL) 0.03 22 n/a n/a (Matrix) LUMBER BRACING TOP CHORD 2x4 SP M 30 `Except` TOP CHORD 3-11,11-21: 2x4 SP No.3 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 BOT CHORD WEBS JOINTS REACTIONS All bearings 0-8-0. (lb) - Max Horz 2=166(LC 7) Max Uplift All uplift 100 lb or less at joint(s) except 2=-361(LC 8), 27=1182(1_13 8), 26=1472(LC 8), 22=648(LC 8) Max Grav All reactions 250 lb or less at joint(s) except 2=480(LC 19), 27=2269(LC 13). 26=2882(LC 14), 22=956(LC 14) FORCES (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=560/309, 3-5=358/948, 5-7=616/1259, 7-8=616/1259, 8-10=-61611259, 10-12=-616/1259, 12-13=616/1259, 13-15=-616/1259, 15-16=-616/1259, 16-18=616/1259, 18-20=-2145/1219, 20-21=2145/1219, 21-22=-2236/1203, 6-9=1631310, 9-11 =1 54/376. 11-14=-226/417, 14-17=148/282 BOT CHORD 2-29=-191/597, 28-29=-140/465, 27-28=-140/465, 26-27=834/497, 25-26=-373/630, 24-25=-373/630, 22-24=1027/2068 WEBS 3-29=-455/1140, 3-27=1766/891, 5-27=766/630, 5-26=-501/320, 13-26=918/612, 18-26=-2399/1452, 18-24=-825/1760, 21-24=36/367, 4-5=-562/478, 19-20=-345/31 1, 14-15=-509/387 PLATES GRIP MT20 244/190 Weight: 194 lb FT = 0% Structural wood sheathing directly applied or 3-11-10 oc purlins Except: 1 Row at midpt 8-21 Rigid ceiling directly applied or 6-0-0 oc bracing. 1 Row at midpt 18-26 1 Brace at Jt(s): 7, 8, 19, 17, 14 MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding, 4) All plates are 2x3 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 361 Ito uplift at joint 2, 1182 Ito uplift at joint 27, 1472 lb uplift at joint 26 and 648 lb uplift at joint 22. 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 9) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-1 Od nails. FN 9380 •;•� ' -ATE �O N AL E�.% `S FL Cert. 663.4 May 14,2012 W • Verify design pararnefers and READ NOTES ON THIS AIVD INCLUDED WTEK REFERENCE PARE MII•7473 BEFORE' USE � Design valid for use only with Mnek connectors. This design Is based only upon parameters shown, and Is for an Individual building component.' Appllcabirity, of design parameters and proper incorporation of component Is responsiblify of building designer- not truss designer. Bracing shown Is for lateral support of individual web members only. Additional temporary bracing 10 Insure stability during construction Is the responsibility of the MiTek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 0904 Parke East Blvd. Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 3361 D-4115 If Southerll Pme SP or SP lumber is specified thedesign values are those effective 06/0112012 by ALSC or proposed by SPiB. Job Truss Truss Type City Ply 62' Grand carton III with parch M11323 GRA HIP 1 1 1 Job Reference o chambers Truss Inc., f-on Fierce t•1. 349az nun: r.sau s rev zq [uit rnm: r.aau s nprca au rc mi r en muusmes, ...c. vi y - Uo.:, . - 4V i4 Kayo 4 ID:_etC1 cxC3ixW?huls?ypJyuFUK-eJgu5XnM WxD5vVE4unDtzHMODABUXJXfp?gFtozGdvs NOTES 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 967 lb down and 461 lb up at 26-0-0, and 967 lb down and 461 lb up at 8-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pif) Vert: 1-3=44, 21-23=44, 2-29=20, 24-29=-47(F=-27), 22-24=20, 3-11=-103(F=-59), 11-21 =-1 03(F=-59) Concentrated Loads (lb) Vert: 29=555(F) 24=555(F) Wit llllff'ri 44 N09Xx 0 n ATE-`,�W .'0�j'ss/ONAL� % n►nln► FL Cert. 6634 :] May 14,2112 A WARAWG - Verify dwWn paranwtem and READ NOTES ON 7777S AND BNLUDED XTEK REFERENCE PAGE IHI1-7473 BEFORE USE. r■■■� Design valid for use only with Mrek connectors. This design is based only upon parameters shown, and Is for an Individual building component.' Applicability of design parameters and proper Incorporation of component Is responsibility of building designer- not truss designer. Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibillity of the MiTek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSVTP11 Quality Crfterla, DS6.89 and SCSI Building Component 6904 Parke East Blvd. Safoty InlormaHon available from Truss Plate Institute, 781 N. Lee Sheet, Suite 312, Alexandria, VA 22314. 11Sautbern Plmo- SP or SPp lumber is s ecified the design values are those effective 66161112012 by ALSC or proposed by SPIB. Tampa, FL 33610-4115 Job Truss Truss Type Qty Ply 62' Grand Carlton III with porch M11323 GRB HIP 1 1 e Chambers Truss Inc., Fort Pierce FI.34982 Run: 7.340 s Feb 24 2012 Print: 7.350 s Apr23 2012 MiTek Industries, Inc, Mon May 14 09:54:16 2012 Page 1 ID:SrRaEyyrgO4M78G4ra WBLWyuFUJ-7VEGItn_HFLyXfpGRUk6VUvC7zvYGkYpl fQpPEzGdvr ,1-0-0 8-0.0 14-28 20-4-0 26-M 34-0-0 35-0-0 Mo 8-0-0 L6 6 6-1-10 5-8_0 8-0-0 '1-0-0' 5x10 4.00 12 3x8 = 4x6 = 5x6 = 5x6 = Scale=1:58.7 3x8 = 15 14 13 12 11 10 3x4 = 3x6 II 5x6 WE = 3x4 = 6x8 = 3x6 _ 6x8 = i 8-0-0 i 14-2-6 i 20d-0 26-0-0 8-0-0 6-2-6 6-1-10 5-8-0 34-M i 8-M Plate Offsets KY): r2:0-4-0 Edgel r3.0-5-0 0-2-01 f4:0-3-8 0-1-81 f5.0-3-0 Edgel 18:0-2-0 Edgel 110:0-3-8 0-3-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.92 Vert(LL) 0.19 2-15 >999 360 MT20 2441190 TCDL 7.0 Lumber Increase 1.25 BC 0.62 Vert(TL) -0.33 2-15 >727 240 BCLL 0.0 Rep Stress Incr NO WB 0.71 Horz(TL) 0.08 12 n/a n/a BCDL 10.0 Code FBC2010rrP12007 (Matrix) Weight: 150 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 4-7-8 oc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 3-13, 4-12 4-12,6-10: 2x4 SP M 30, 6-12: 2x6 SYP No.2 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 be installed during truss erection, in accordance with Stabilizer Installation e REACTIONS (lb/size) 2=112110-8-0 (min. 0-1-11). 12=3442/0-8-0 (min. 0-5-8), 8=433/0-8-0 (min. 0-1-8) Max Horz 2=77(LC 7) Max Uplift 2=-892(LC 8), 12=2537(LC 8), 8=-384(LC 8) Max Grav 2=1446(LC 13), 12=4660(LC 15), 8=522(LC 20) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3629/1916, 3-16=-1930/1173, 4-16=1930/1173, 4-5=-1175/2398, 5-6=-1175/2398, 6-17=-727/411, 7-17=-728/411, 7-8=829/387 BOT CHORD 2-15=-1695/3431, 14-15=-1717/3497, 13-14=1717/3497, 12-13=-992/1974, 11-12=-2381/1356, 10-11=2381/1356, 8-10=270/731 WEBS 3-15=-407/1219, 3-13=1661/791, 4-13=211/942, 4-12=-4730/2565, 6-12=-2457/1572, 6-10=-1766/3430,7-10=-356/375 t1tJ11111111., NOTES 1) Unbalanced roof live loads have been considered for this design. ,�� p,S A. • • • • • • �e,�I� 2) Wind: ASCE 7-10; 165mph (&second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ff; eave=6f; Cat. II; �� \�` •. �.•'��, E 1VS `�.•q �� Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 DOL=1.60 As, � = plate grip 3) Provide adequate drainage to prevent water ponding. : � 39380 4) This truss has been designed for a 10.0 lost bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide * �• will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 892 lb uplift at joint 2, 2537 lb uplift at$1.; joint 12 and 384 lb uplift at joint 8. �• E 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. Q 967 lb down 461 lb ��j�T[•�. �� Q;..' 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) and up at O R `O ��,��' 26-0-0, and 967 lb down and 461 lb up at 8-0-0 on bottom chord. The design/selection of such connection device(s) is the I��` \� of others. responsibil! 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). N A,�%,` 1111111 . LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) FL Cert. 6634 Vert: 1-3=44, 3-7=-107(F=-63), 7-9=44, 2-15=-20, 10-15=-49(F=-29), 8-10=-20 May 14,2012 W • Fer7,/g design Pm amete7s and READ N07ES ON 7W8 AND nVCLUDED =MCREFEREMB PAGE M-7473 BEFORE USE, ■■■ Design valid for use only with Mfiek connectors. This design Is based only upon parameters shown, and is for an Individual building component. �• Applicability of design parameters and proper Incorporation of component Is responslblity of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the MiTek' erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPn Qua81y Criteria, DSO.89 and OCSI Boning Component 6904 Parke East Blvd. Safely Informallon available from Truss Plate Institute, 781 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 33610-4115 It Southern Pine SP or SPp lumber is s ecified the design values are those effective 08fO1t2012 b ALSC or ro osedh SPlB. Job Truss Truss Type Qty Ply 62' Grand Cadton III with porch M11323 GRB HIP 1 1 Job e e e Chambers Truss Inc., Fort Pierce F1. 341JU LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 15=555(F) 10=555(F) nun: r.a9us re—cuic rnnc raov—pi w cuic nnien nmuauiaa, niv. i i r,Y vv.—..ev� ID:SrRaEyyrg04M78G4raWBLWyuFUJ-7VEGItn_HFLyXfpGRUk6VUvC7ZVYGkYpl fQpPEzGdvr FL Cert. 6634 May 14,2012 ®iAAmm - verify design paramders and READ NOTES om7urs AND INCLUDED mTEK REFERENCE PAGE bII1.7473 BEFORE USE. �* Design valid for use only with M1Tek connectors. This design Is based only upon parameters shown, and is for an Individual building component., Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the �Te k• erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding M fabrication, quality control, storage, delivery, erection and bracing, consult ANSVTPII Quality Criteria, DSB-69 and OCSI Building Component 6904 Parke East Blvd. Safoty Intorma6on available from Truss Plate Institute, 11 NiLee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610-4115 Ii Southern Pine SPor SP lumber, is s elafied the deal values are those effective 6610112012 by ALSC or proposed by SPIEL Job Truss Truss Type Qty Ply 62' Grand Canton III with porch M11323 J2 MONO TRUSS B 1 Chambers Truss Inc., Fort Pierce FI. 34982 Run: 7.340 s Feb 24 2012 Print: 7.350 s Apr23 2012 MiTek Industries, Inc. Mon May 14 09:54:16 2012 Page 1 ID:xl7zSlzTbJCD IIrGPH 1 QukyuFU I-7VEGItn_HFLyXfpGRUk6VUv00Zd5GvfplfQpPEzGdvr -1-0-0 2-0-0 1-M 2-M Refer to MiTek "TOE -NAIL" Detail for connection to supporting carrier truss (typ all applicable jacks on this job) scale =1:7.7 4.00 12 3x4 = 2-0-0 2-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.13 Vert(LL) -0.00 2 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.07 Vert(TL) -0.00 2-4 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight: 8 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=122/0-8-0 (min. 0-1-8), 4=19/Mechanical, 3=29/Mechanical Max Horz 2=66(LC 8) Max Uplift 2=-143(LC 8), 3=29(LC 5) Max Grav 2=145(LC 2), 4=38(LC 3), 3=48(LC 13) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-D-0 wide will fit between the bottom chord and any other members. 4). Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 143 lb uplift at joint 2 and 29 lb uplift at joint 3. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard BPS ► ►A++ q �. ,N00 off' •E <e �. • G N S. •.'9 �i N, 39380 mcc ATE =�. 0NA-.` ���+►li n nn�� FL Cert. 6634 May 14,2012 AWBRNINNG - Verify destgrt parameters cmcl REED MOMS ON 7IIIS AND INUMED MTEKREPERENCE PAGE bfR-7473 BEFORE USE. Design valid for use only with MiTek connectors. This design 4 based only upon parameters shown, and Is for an Individual building component. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer- not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the MiTek• erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSVTP11 Quality Cdlena, DSB-89 and BCSI Bull Component 6904 Parke East Blvd. Solely Inlorma8on available from Truss Plate Institute, 781 N, Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 336104115 it Sautherll Pine SP or SP tumber Is s ecifted the design values are those effective 0610112012 by ALSC or proposed by SPIS. Job Truss Truss Type Qty Ply M11323 J4 MONO TRUSS 8 1 E'GrandCarltonillwithporch e ceo ' Chambers Truss Inc., Fort Pierce FI. 34982 Run: 7.340 s Feb 24 2012 Pnnt: 7.350 5 Apr 23 2012 mil eK Inausmes, ute. Mon may 14 ua:5a:io 2u12 rage i ID: PDYLfd_5MdK4MSQTz?ZfRxyuFUH-7VEGItn_HFLyXfpGRUk6VUvM9ZanGvfpl fQpPEzGdvr 1-0-0 4-M i 1-0-0 4-0-0 Scale=1:11.0 3x4 = LOADING (psf) SPACING 2-0-0 CSI DEFL in (too) Ildefl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.28 Vert(LL) -0.01 2-4 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.28 Vert(TL) -0.03 2-4 >999 240 BCLL 0.0 ' Rep Stress [nor YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2010/TP12007 (Matrix) Weight: 14 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation Guide. REACTIONS (lb/size) 3=69/Mechanical, 2=185/0-8-0 (min. 0-1-8), 4=36/Mechanical Max Horz 2=103(LC 8) Max Uplift 3=-82(LC 8), 2=188(LC 8) Max Grav 3=95(LC 13), 2=219(LC 2), 4=73(LC 3) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5). Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 82 lb uplift at joint 3 and 188 lb uplift at joint 2. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard A. iV S • e,9 ♦♦i ?90 3938 ' .. ; :FC_ Z /�. �.. AT E 00 Al FL Cert. 663.4 �] May 14,2012 � WARNIPIG - Deryy design pwwwfem artd READ N07ES ojv7urS AND INCLUDED mTEKREFERENCE PAGE MII•7473 BEFORE USE �� Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component., Applicability of design parameters and proper Incorporation of component Is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the MiTek• erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSVTPII Quality CtBeda, DS8.89 and 6CSI Bul ding Component 6904 Parke East Blvd. Safety Inlormallon available from Truss Plate Institute, 781 N. Lee Sheet, Suite 312, Alexandria, VA 22314. Tempe, FL 33810-0115 It Southern Prue SP or SP lumber Is s eeifiec7 the design values are those effective 0610112012 by ALSC or proposed by Spa Job Truss Truss Type City Ply Grand Canton III with porch M11323 J6 MONO TRUSS 8 tall E' Chambers Truss Inc., Fort Pierce FI.34982 Run: 7.340 s Feb 24 2012 Print: 7.350 s Apr 23 2012 MiTek Industries, Inc. Mon May 14 09:54:17 2012 Page 1 I D:tP6jtzLj7xSx_c_fXi4 uz9yuFU G-bhoe WDod2ZTp9pOT7C FL2iS Oszpy7MvyGJ9MygzGdvq 1-0-0 6-0-0 1-0-0 6-M Scale = 1:14.2 3x4 = LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.86 Vert(LL) -0.07 2-4 >964 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.74 Vert(TL) -0.18 2-4 >3B5 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight: 20 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 244 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation aulde. REACTIONS (lb/size) 3=117/Mechanical, 2=246/0-8-0 (min. 0-1-8), 4=56/Mechanical Max Horz 2=141(LC 8) Max Uplift 3=144(LC 8), 2=-218(LC 8) Max Grav 3=149(LC 13), 2=289(LC 2), 4=113(LC 3) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-G-0 wide will fit between the bottom chord and any other members. 4), Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 144 lb uplift at joint 3 and 218 lb uplift at joint 2. 6) "Semi -rigid pitchbreaks Including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard FL Cert. 6634 May 14,2012 ® WARN/it1fP • Verify design paramefem and READ NOTES ON THIS AND MMUDED NTEK REFERENCE PAGE MZ-7473 BEFORE USE, Design valid for use only with MrTek connectors. This design is based only upon parameters shown, and is for an Individual building component., Applicability of design parameters and proper incorporation of component Is responsibility of building designer- not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the MiTek' erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII QuaBly Criteria, DS15-89 and BCSI Bunding Component 6904 Parke East Blvd. Sanely Inform me available from Truss Plate Institute, 781 N. Lee Sheet, Suite 312, Alexandria, VA 22314. Tampa, FL 336104116 If Southern Pine SP or SP lumber its specified the design values are those effective 0610112012 by ALSC or proposed by SPIR Job Truss Truss Type Qty Ply Grand Carlton III with porch M11323 JB MONO TRUSS 0 1 �62` e c Chambers Truss Inc., Fort Pierce Ft. 34982 Run: 7.340 s Feb 24 2012 Print: 7.350 s Apr 23 2012 MiTek industries, Inc. Mon May 14 08:54:1 / 201L Page 1 ID:tP6jtzJ7xSx_c_fXi4uz9yuFUG-bhce WDod2ZTp9p0T?CFL2iSUGzwn?MvyGJ9MygzGdvq 1-0-0 8-0-0 1-0-0 8-M Scale=1:17.3 3x4 = LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.51 Vert(LL) -0.15 24 >613 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.30 Vert(TL) -0.37 2-4 >245 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC20101fP12007 (Matrix) Weight: 26 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 3=163/Mechanical, 2=308/0-8-0 (min. 0-1-8), 4=76/Mechanical Max Horz 2=179(LC 8) Max Uplift 3=-203(LC 8), 2=250(LC 8) Max Grav 3=203(LC 13), 2=360(LC 2), 4=153(LC 3) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; 13=52ft; L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3).' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 203 lb uplift at joint 3 and 250 lb uplift at joint 2. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard FL Cert. 6634 May 14,2012 ®WARNING - Ver(fg design pm+amefaers and READ NOTES OK 77as AND INCLUDED EIITEKREFPRENCE PAGE frill-7473 BEFORE WE. Design valid for use only with MiTek connectors. This design Is based any upon parameters shown, and Is for an Individual building component. • Applicability of design parameters and proper incorporation of component Is responsibility of bunding designer- not truss designer. Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibillity of the MiTek' erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPIi Quality Criteria, DSB-89 and SCSI Building Component 0904 Parke East Blvd. Solely Inlorma8or available from Truss Plate Institute, 7B1 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610.4115 It Sautbern Plne SP or SP tumbee Is specified, the desi g values are those effective 0616112012 by ALSC or r0 osed.by SPIB. Job Truss Truss Type Qty Ply 62' Grand Carlton III with porch M11323 KJ8 MONO TRUSS 4 1 e c Chambers Truss Inc., Fort Pierce FI. 34982 Itun: i.snu s reo za zuiz rnm: r.sau s Apr za zuiz mi i ex industries, ma man may w ua:a9: i r ca is rage r ID: Lcg54J?LuEancmZr4Qb7WMyuFUF-bhoeWDod2ZTp9pOT?CFL21SXhzwb?F3yGJSMygzGdvq 1-5-0 7-3-4 11-3-0 15-0 7-3-4 3-11-12 Scale=1:20.3 3x4 3x4 = LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.29 Vert(LL) -0.06 2-7 >999 360 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.31 Vert(TL) -0.15 2-7 >845 240 BCLL 0.0 ' Rep Stress [nor NO WB 0.50 Horz(TL) 0.02 6 n/a n/a BCDL 10.0 Code FBC2010/TPI2007 (Matrix) Weight: 44 lb FT = 0% LUMBER BRACING TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 9-0-11 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 4=164/Mechanical, 2=411/0-11-5 (min. 0-1-8), 6=498/Mechanical Max Horz 2=244(LC 8) Max Uplift 4=-204(LC 8), 2=-325(LC 8), 6=-277(LC 8) Max Grav 4=243(LC 13), 2=480(LC 2), 6=587(LC 13) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1116/488 BOT CHORD 2-7=656/1111, 6-7=656/1111 WEBS 3-7=0/336, 3-6=1220/720 NOTES 1) Wind: ASCE 7-10; 165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=14ft; B=52ft; L=34ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 204 lb uplift at joint 4, 325 lb uplift at joint 2 and 277 lb uplift at joint 6. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=44 Trapezoidal Loads (plf) Vert: 8=0(F=22, B=22)-to-4=-124(F=-40, B=-40), 2=-2(F=9, B=9)4o-5=-56(F=-18, B=-18) 11A111 FYo 39380 f _ oo ATE �Cl 1111111 . FL Cert. 6634 May 14,2012 ® WARNING • Var ify design param f. and READ NOTES ON THIS AND nvCLVDED MiTEKREPERENCE PAGE MII-7473 BEFORE USE. ■�� • Design valid for use only with MiTek connectors. This design Ls based only upon parameters shown, and Is for an Individual building component. Applicability of design parameters and proper Incorporation of component is responsibility of building designer -not truss designer. Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction Is the responsibillity of the MiTek• erector. Additional permanent bracing of the overall structure 1s the responsibirity of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/1PI1 Quality Criteria, DSB-89 and 6CS18ulding Component BON Parke East Blvd. Salety Inlorma8on available from Truss Plate Institute, 781 N. Lee Sfreet, Suite 312. Alexanddo, VA 22314. Tampa, FL 33810.4115 N Southern Pine SP or SP lumber Is s ecified the design values ere those effective 0516112012 by ALSC or proposedb SPIEL Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 14- 3/4 Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0T/j6� I For 4 x 2 orientation, locate plates 0-'aa' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available In MITek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Industry Standards: ANSI/TPII : National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing 8, Bracing of Metal Plate Connected Wood Trusses. 6-4-8 1 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 3 TOP CHORDS o CI-2 C2-3 c 4 WEBS O ~ C7-8 C67 CS6 BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. . CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311,ESR-1352,ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Southern Pine lumber designations are as follows: SYP represents current/old values as published by AWC in the 2005/2012 NDS SPp represents SPIB proposed values as provided in SPIB submittal to ALSC dated Sept 15, 2011 SP represents ALSC approved/new values with effective date of June 1, 2012 (2x4 No 2 and lower grades and smaller sizes), and all MSR/MEL grades © 2012 MiTek® All Rights Reserved mm Nil MiTek MiTek Engineering Reference Sheet: MII-7473 rev. 01/18/2012 Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal orX-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 191% at time of fabrication. 9. Unless expressly noted, this design is not appricable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. 02/28/2013 04:31 7728787656 WYNNE BUILDING CORP PAGE 03/03 St. Ludivcounty Building), & Zoning Department 2300 Virginia Avenue Fort Pierce, FL 34982 712-462-2165 Fax 772-462-6443 Request for 30-Day Temporary Power Release Permit Numiber:�, ( '-�� �� Date: property Address: THE UNDERSIGNED DERE$Y REQ R A PERIOD NOT TO EXCEED THIRTY 3 0) DAIS, FOR ABOVE DESCRXBED PREST RELE ASE OF ]ELECTRICAL pOWER TO -THE OJPERxX, I'O THE FURFOSE OF TESTING SYSTE ZNSFEC'I'YON. IN CONSIDERATION OF AND OF THE REQUEST FOR AL WE HEREBY ACIKNOWLEDGE AND AGREE AS FOLLOWS: 1. This temporary power release is requested f outer than stated lat permitted purpose onoynstruction and there will be no occupancy of any type, during this tixne period. 2. As witness by our signatures, we hereby agree to abide by all terms and conditions of this agreement, including Building, Division Policy, which is incorporated herein by reference. 3. All conditions and rqure.ments listed -in the attached document entitled "Requirements for e° Day n beyPowerond 0 days'. have been must be made nlled and the premise is ready for writi g to the Building Official stating he reason q, ill requests for all Y Poeede�spcuon for the request of $100.90 will be required to lift the stop Woxlc Order. has not been i 30 days. fee E TO LESS, ST. LUCIE COUNTY, AND WE DE+ RE$Y RELEASE AND A.GREAB� D CLAIMS OX+' ANY TYPE' OF NATURE THEIR E1vIFLOYEES FRO�VI ALL I,X FIXS TRANSACTION, INCLUDING WIfXCj-X MAY ARISE NOW OR IN THE FUTURE OUT O� �. ANY DAMAGE WHICH MAY BE INCURO�VIOLATION THISD DUE TO THE AGREEMENT. OF ELECTRICAL P THE EVENT lik DATE l AI DATEC. \\H—) A ELECTRICAL CONfRACX'OR SIGNATURE DATE RECEIVED N0V 05 2013 TYF7t--G'rbURVEY: I BOUNDARY PLOT PLAN LU C TIE IN FINAL I TOPOGRAPHIC COMPLETED ON: 10-02-13 DESCRIPTION: SURVEYORS NOTES: BEING ALL 11 MEDITERANEAN BOULEVARD �I 1. UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE EAST, OF THE UNRECORDED PLAT OF I� 2. SHOWN HEREON. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE SPANISH LAKES PHASE 1, OF ST. LUCIE LAKESFLORIDA. �i- COUNTY, LOCATED UNLESS OTHERWISE SHOWN. "X", ? 3. THIS SITE LIES WITHIN FLOOD ZONE ACCORDING TO W II THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. '' ` 12111 CO280 J, EFFECTIVE DATE FEBRUARY 16, 2012. ABBREVIATIONS: o 4. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE FIFE = FINISHED FLOOR ELEVATION y 9 SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD R/W = RIGHT-OF-WAY �2 QU ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY. R = RADIUS OF CURVE atn 5. BEARINGS SHOWN HEREON ARE REFERANCED TO THE L = LENGTH OF CURVE CENTERLINE OF MEDITERRANEAN BOULEVARD EAST HAVING SF = SQUARE FOOT AN ASSUMED BEARING OF EAST, ACCORDING TO THE A = DELTA OF CURVE UNRECORDED PLAT OF SPANISH LAKES PHASE 1, OF o ST. LUCIE COUNY, FLORIDA 6. NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LISCENSED SURVEYOR AND MAPPER. 7. THIS IS A SPECIFIC PURPOSE SURVEY FOR THE PURPOSE OF LOCATION AND ELEVATION OF FORMBOARDS. 0 R PERMIT #: t3066011 EXISTING I� a w EMPTY Q j 46.04' 9 � 0 0 w a o AV a N ELE•' 04' 2.08' OF AVERAGE EXISTING St. u ie Co. F Date 1p i�jrTit Approved RECEIVED OCT 07-1013 11 MEDITERRANEAN BOULEVARD EAST LAST FIELD DATE: 10-02-13 .. CERTIFIED T0: [AWN: ALE: 1 =30 ALEXANDER J. PIAZZA PSM, INC. wYNNE BUILDING CORP,QRATiON -, TE: 13-1674 Surveying, • Mapping •Consulting 619 SW Biltmore Street - CJM Port St. Lucie Florida 34983 � - B N0. ; ® Phone: (772) 340-7770 _ 13-1674 LB#7280 Fax: (772) 340-2250 DATE: REVISIONS: _ � ALEXANDfi4 J. PIAZ Professional Surveyor dt Mapper IrR PG - Florida Certificate No.: 6330 —11 —si�nnI mMIair`� �'f 1 /_"fA J...... 1A/']Tf/117 7.79.AA DMA